8/10/2019 TCC31R Rigorous One-way Slabs

1/374

8/10/2019 TCC31R Rigorous One-way Slabs

2/374

8/10/2019 TCC31R Rigorous One-way Slabs

3/374

8/10/2019 TCC31R Rigorous One-way Slabs

4/374

8/10/2019 TCC31R Rigorous One-way Slabs

5/374

8/10/2019 TCC31R Rigorous One-way Slabs

6/374

8/10/2019 TCC31R Rigorous One-way Slabs

7/374

8/10/2019 TCC31R Rigorous One-way Slabs

8/374

8/10/2019 TCC31R Rigorous One-way Slabs

9/374

8/10/2019 TCC31R Rigorous One-way Slabs

10/374

8/10/2019 TCC31R Rigorous One-way Slabs

11/374

8/10/2019 TCC31R Rigorous One-way Slabs

12/374

8/10/2019 TCC31R Rigorous One-way Slabs

13/374

8/10/2019 TCC31R Rigorous One-way Slabs

14/374

8/10/2019 TCC31R Rigorous One-way Slabs

15/374

8/10/2019 TCC31R Rigorous One-way Slabs

16/374

8/10/2019 TCC31R Rigorous One-way Slabs

17/374

8/10/2019 TCC31R Rigorous One-way Slabs

18/374

8/10/2019 TCC31R Rigorous One-way Slabs

19/374

8/10/2019 TCC31R Rigorous One-way Slabs

20/374

8/10/2019 TCC31R Rigorous One-way Slabs

21/374

8/10/2019 TCC31R Rigorous One-way Slabs

22/374

8/10/2019 TCC31R Rigorous One-way Slabs

23/374

8/10/2019 TCC31R Rigorous One-way Slabs

24/374

8/10/2019 TCC31R Rigorous One-way Slabs

25/374

8/10/2019 TCC31R Rigorous One-way Slabs

26/374

8/10/2019 TCC31R Rigorous One-way Slabs

27/374

8/10/2019 TCC31R Rigorous One-way Slabs

28/374

8/10/2019 TCC31R Rigorous One-way Slabs

29/374

8/10/2019 TCC31R Rigorous One-way Slabs

30/374

8/10/2019 TCC31R Rigorous One-way Slabs

31/374

8/10/2019 TCC31R Rigorous One-way Slabs

32/374

8/10/2019 TCC31R Rigorous One-way Slabs

33/374

8/10/2019 TCC31R Rigorous One-way Slabs

34/374

8/10/2019 TCC31R Rigorous One-way Slabs

35/374

8/10/2019 TCC31R Rigorous One-way Slabs

36/374

8/10/2019 TCC31R Rigorous One-way Slabs

37/374

8/10/2019 TCC31R Rigorous One-way Slabs

38/374

8/10/2019 TCC31R Rigorous One-way Slabs

39/374

8/10/2019 TCC31R Rigorous One-way Slabs

40/374

8/10/2019 TCC31R Rigorous One-way Slabs

41/374

8/10/2019 TCC31R Rigorous One-way Slabs

42/374

8/10/2019 TCC31R Rigorous One-way Slabs

43/374

8/10/2019 TCC31R Rigorous One-way Slabs

44/374

8/10/2019 TCC31R Rigorous One-way Slabs

45/374

8/10/2019 TCC31R Rigorous One-way Slabs

46/374

8/10/2019 TCC31R Rigorous One-way Slabs

47/374

8/10/2019 TCC31R Rigorous One-way Slabs

48/374

8/10/2019 TCC31R Rigorous One-way Slabs

49/374

8/10/2019 TCC31R Rigorous One-way Slabs

50/374

8/10/2019 TCC31R Rigorous One-way Slabs

51/374

8/10/2019 TCC31R Rigorous One-way Slabs

52/374

8/10/2019 TCC31R Rigorous One-way Slabs

53/374

8/10/2019 TCC31R Rigorous One-way Slabs

54/374

8/10/2019 TCC31R Rigorous One-way Slabs

55/374

8/10/2019 TCC31R Rigorous One-way Slabs

56/374

8/10/2019 TCC31R Rigorous One-way Slabs

57/374

8/10/2019 TCC31R Rigorous One-way Slabs

58/374

8/10/2019 TCC31R Rigorous One-way Slabs

59/374

8/10/2019 TCC31R Rigorous One-way Slabs

60/374

8/10/2019 TCC31R Rigorous One-way Slabs

61/374

8/10/2019 TCC31R Rigorous One-way Slabs

62/374

8/10/2019 TCC31R Rigorous One-way Slabs

63/374

8/10/2019 TCC31R Rigorous One-way Slabs

64/374

8/10/2019 TCC31R Rigorous One-way Slabs

65/374

8/10/2019 TCC31R Rigorous One-way Slabs

66/374

8/10/2019 TCC31R Rigorous One-way Slabs

67/374

8/10/2019 TCC31R Rigorous One-way Slabs

68/374

8/10/2019 TCC31R Rigorous One-way Slabs

69/374

8/10/2019 TCC31R Rigorous One-way Slabs

70/374

8/10/2019 TCC31R Rigorous One-way Slabs

71/374

8/10/2019 TCC31R Rigorous One-way Slabs

72/374

8/10/2019 TCC31R Rigorous One-way Slabs

73/374

8/10/2019 TCC31R Rigorous One-way Slabs

74/374

8/10/2019 TCC31R Rigorous One-way Slabs

75/374

8/10/2019 TCC31R Rigorous One-way Slabs

76/374

8/10/2019 TCC31R Rigorous One-way Slabs

77/374

8/10/2019 TCC31R Rigorous One-way Slabs

78/374

8/10/2019 TCC31R Rigorous One-way Slabs

79/374

8/10/2019 TCC31R Rigorous One-way Slabs

80/374

8/10/2019 TCC31R Rigorous One-way Slabs

81/374

8/10/2019 TCC31R Rigorous One-way Slabs

82/374

8/10/2019 TCC31R Rigorous One-way Slabs

83/374

8/10/2019 TCC31R Rigorous One-way Slabs

84/374

8/10/2019 TCC31R Rigorous One-way Slabs

85/374

8/10/2019 TCC31R Rigorous One-way Slabs

86/374

8/10/2019 TCC31R Rigorous One-way Slabs

87/374

8/10/2019 TCC31R Rigorous One-way Slabs

88/374

8/10/2019 TCC31R Rigorous One-way Slabs

89/374

8/10/2019 TCC31R Rigorous One-way Slabs

90/374

8/10/2019 TCC31R Rigorous One-way Slabs

91/374

8/10/2019 TCC31R Rigorous One-way Slabs

92/374

8/10/2019 TCC31R Rigorous One-way Slabs

93/374

8/10/2019 TCC31R Rigorous One-way Slabs

94/374

8/10/2019 TCC31R Rigorous One-way Slabs

95/374

8/10/2019 TCC31R Rigorous One-way Slabs

96/374

8/10/2019 TCC31R Rigorous One-way Slabs

97/374

8/10/2019 TCC31R Rigorous One-way Slabs

98/374

8/10/2019 TCC31R Rigorous One-way Slabs

99/374

8/10/2019 TCC31R Rigorous One-way Slabs

100/374

8/10/2019 TCC31R Rigorous One-way Slabs

101/374

8/10/2019 TCC31R Rigorous One-way Slabs

102/374

8/10/2019 TCC31R Rigorous One-way Slabs

103/374

8/10/2019 TCC31R Rigorous One-way Slabs

104/374

8/10/2019 TCC31R Rigorous One-way Slabs

105/374

8/10/2019 TCC31R Rigorous One-way Slabs

106/374

8/10/2019 TCC31R Rigorous One-way Slabs

107/374

8/10/2019 TCC31R Rigorous One-way Slabs

108/374

8/10/2019 TCC31R Rigorous One-way Slabs

109/374

8/10/2019 TCC31R Rigorous One-way Slabs

110/374

8/10/2019 TCC31R Rigorous One-way Slabs

111/374

8/10/2019 TCC31R Rigorous One-way Slabs

112/374

8/10/2019 TCC31R Rigorous One-way Slabs

113/374

8/10/2019 TCC31R Rigorous One-way Slabs

114/374

8/10/2019 TCC31R Rigorous One-way Slabs

115/374

8/10/2019 TCC31R Rigorous One-way Slabs

116/374

8/10/2019 TCC31R Rigorous One-way Slabs

117/374

8/10/2019 TCC31R Rigorous One-way Slabs

118/374

8/10/2019 TCC31R Rigorous One-way Slabs

119/374

8/10/2019 TCC31R Rigorous One-way Slabs

120/374

8/10/2019 TCC31R Rigorous One-way Slabs

121/374

8/10/2019 TCC31R Rigorous One-way Slabs

122/374

8/10/2019 TCC31R Rigorous One-way Slabs

123/374

8/10/2019 TCC31R Rigorous One-way Slabs

124/374

8/10/2019 TCC31R Rigorous One-way Slabs

125/374

8/10/2019 TCC31R Rigorous One-way Slabs

126/374

8/10/2019 TCC31R Rigorous One-way Slabs

127/374

8/10/2019 TCC31R Rigorous One-way Slabs

128/374

8/10/2019 TCC31R Rigorous One-way Slabs

129/374

8/10/2019 TCC31R Rigorous One-way Slabs

130/374

8/10/2019 TCC31R Rigorous One-way Slabs

131/374

8/10/2019 TCC31R Rigorous One-way Slabs

132/374

8/10/2019 TCC31R Rigorous One-way Slabs

133/374

8/10/2019 TCC31R Rigorous One-way Slabs

134/374

8/10/2019 TCC31R Rigorous One-way Slabs

135/374

8/10/2019 TCC31R Rigorous One-way Slabs

136/374

8/10/2019 TCC31R Rigorous One-way Slabs

137/374

8/10/2019 TCC31R Rigorous One-way Slabs

138/374

8/10/2019 TCC31R Rigorous One-way Slabs

139/374

8/10/2019 TCC31R Rigorous One-way Slabs

140/374

8/10/2019 TCC31R Rigorous One-way Slabs

141/374

8/10/2019 TCC31R Rigorous One-way Slabs

142/374

8/10/2019 TCC31R Rigorous One-way Slabs

143/374

8/10/2019 TCC31R Rigorous One-way Slabs

144/374

8/10/2019 TCC31R Rigorous One-way Slabs

145/374

8/10/2019 TCC31R Rigorous One-way Slabs

146/374

8/10/2019 TCC31R Rigorous One-way Slabs

147/374

8/10/2019 TCC31R Rigorous One-way Slabs

148/374

8/10/2019 TCC31R Rigorous One-way Slabs

149/374

8/10/2019 TCC31R Rigorous One-way Slabs

150/374

8/10/2019 TCC31R Rigorous One-way Slabs

151/374

8/10/2019 TCC31R Rigorous One-way Slabs

152/374

8/10/2019 TCC31R Rigorous One-way Slabs

153/374

8/10/2019 TCC31R Rigorous One-way Slabs

154/374

8/10/2019 TCC31R Rigorous One-way Slabs

155/374

8/10/2019 TCC31R Rigorous One-way Slabs

156/374

8/10/2019 TCC31R Rigorous One-way Slabs

157/374

8/10/2019 TCC31R Rigorous One-way Slabs

158/374

8/10/2019 TCC31R Rigorous One-way Slabs

159/374

8/10/2019 TCC31R Rigorous One-way Slabs

160/374

8/10/2019 TCC31R Rigorous One-way Slabs

161/374

8/10/2019 TCC31R Rigorous One-way Slabs

162/374

8/10/2019 TCC31R Rigorous One-way Slabs

163/374

8/10/2019 TCC31R Rigorous One-way Slabs

164/374

8/10/2019 TCC31R Rigorous One-way Slabs

165/374

8/10/2019 TCC31R Rigorous One-way Slabs

166/374

8/10/2019 TCC31R Rigorous One-way Slabs

167/374

8/10/2019 TCC31R Rigorous One-way Slabs

168/374

8/10/2019 TCC31R Rigorous One-way Slabs

169/374

8/10/2019 TCC31R Rigorous One-way Slabs

170/374

8/10/2019 TCC31R Rigorous One-way Slabs

171/374

0.06 -0.10 -0.34 -0.62 -0.89 -1.13 -1.31 -1.41 -1.42-0.12 -0.61 -1.25 -1.98 -2.67 -3.27 -3.72 -4.01 -4.110.21 0.04 -0.31 -0.76 -1.20 -1.59 -1.88 -2.05 -2.07-0.45 -1.29 -2.26 -3.29 -4.25 -5.08 -5.72 -6.14 -6.310.57 0.72 0.69 0.52 0.32 0.14 0.02 -0.01 0.050.18 0.51 0.92 1.36 1.78 2.14 2.42 2.60 2.69

8/10/2019 TCC31R Rigorous One-way Slabs

172/374

8/10/2019 TCC31R Rigorous One-way Slabs

173/374

8/10/2019 TCC31R Rigorous One-way Slabs

174/374

8/10/2019 TCC31R Rigorous One-way Slabs

175/374

8/10/2019 TCC31R Rigorous One-way Slabs

176/374

8/10/2019 TCC31R Rigorous One-way Slabs

177/374

8/10/2019 TCC31R Rigorous One-way Slabs

178/374

8/10/2019 TCC31R Rigorous One-way Slabs

179/374

8/10/2019 TCC31R Rigorous One-way Slabs

180/374

8/10/2019 TCC31R Rigorous One-way Slabs

181/374

8/10/2019 TCC31R Rigorous One-way Slabs

182/374

8/10/2019 TCC31R Rigorous One-way Slabs

183/374

8/10/2019 TCC31R Rigorous One-way Slabs

184/374

8/10/2019 TCC31R Rigorous One-way Slabs

185/374

8/10/2019 TCC31R Rigorous One-way Slabs

186/374

8/10/2019 TCC31R Rigorous One-way Slabs

187/374

8/10/2019 TCC31R Rigorous One-way Slabs

188/374

8/10/2019 TCC31R Rigorous One-way Slabs

189/374

8/10/2019 TCC31R Rigorous One-way Slabs

190/374

8/10/2019 TCC31R Rigorous One-way Slabs

191/374

8/10/2019 TCC31R Rigorous One-way Slabs

192/374

8/10/2019 TCC31R Rigorous One-way Slabs

193/374

-1.34 -1.17 -0.91 -0.58 -0.20 0.20 0.60 0.95 1.20-4.01 -3.71 -3.22 -2.58 -1.81 -0.97 -0.10 0.70 1.29-1.94 -1.66 -1.25 -0.72 -0.12 0.52 1.15 1.68 1.98-6.23 -5.90 -5.32 -4.53 -3.57 -2.48 -1.34 -0.23 0.700.21 0.48 0.84 1.26 1.72 2.17 2.57 2.83 2.842.67 2.54 2.31 2.00 1.61 1.17 0.70 0.25 0.10

8/10/2019 TCC31R Rigorous One-way Slabs

194/374

8/10/2019 TCC31R Rigorous One-way Slabs

195/374

8/10/2019 TCC31R Rigorous One-way Slabs

196/374

8/10/2019 TCC31R Rigorous One-way Slabs

197/374

8/10/2019 TCC31R Rigorous One-way Slabs

198/374

8/10/2019 TCC31R Rigorous One-way Slabs

199/374

8/10/2019 TCC31R Rigorous One-way Slabs

200/374

8/10/2019 TCC31R Rigorous One-way Slabs

201/374

8/10/2019 TCC31R Rigorous One-way Slabs

202/374

8/10/2019 TCC31R Rigorous One-way Slabs

203/374

8/10/2019 TCC31R Rigorous One-way Slabs

204/374

8/10/2019 TCC31R Rigorous One-way Slabs

205/374

8/10/2019 TCC31R Rigorous One-way Slabs

206/374

8/10/2019 TCC31R Rigorous One-way Slabs

207/374

8/10/2019 TCC31R Rigorous One-way Slabs

208/374

8/10/2019 TCC31R Rigorous One-way Slabs

209/374

8/10/2019 TCC31R Rigorous One-way Slabs

210/374

8/10/2019 TCC31R Rigorous One-way Slabs

211/374

8/10/2019 TCC31R Rigorous One-way Slabs

212/374

8/10/2019 TCC31R Rigorous One-way Slabs

213/374

8/10/2019 TCC31R Rigorous One-way Slabs

214/374

8/10/2019 TCC31R Rigorous One-way Slabs

215/374

1.03 0.00 0.00 -1.10 -3.03 -5.08 -7.21 -9.34 -11.431.27 0.00 0.00 -1.51 -4.22 -7.20 -10.33 -13.46 -16.501.63 0.00 0.00 -2.02 -5.21 -8.65 -12.22 -15.77 -19.181.00 0.00 0.00 -1.06 -3.41 -6.06 -8.90 -11.76 -14.572.11 0.00 0.00 -2.68 -6.58 -10.72 -14.98 -19.18 -23.210.24 0.00 0.00 0.91 2.18 3.57 5.01 6.43 7.76

8/10/2019 TCC31R Rigorous One-way Slabs

216/374

8/10/2019 TCC31R Rigorous One-way Slabs

217/374

8/10/2019 TCC31R Rigorous One-way Slabs

218/374

8/10/2019 TCC31R Rigorous One-way Slabs

219/374

8/10/2019 TCC31R Rigorous One-way Slabs

220/374

8/10/2019 TCC31R Rigorous One-way Slabs

221/374

8/10/2019 TCC31R Rigorous One-way Slabs

222/374

8/10/2019 TCC31R Rigorous One-way Slabs

223/374

8/10/2019 TCC31R Rigorous One-way Slabs

224/374

8/10/2019 TCC31R Rigorous One-way Slabs

225/374

8/10/2019 TCC31R Rigorous One-way Slabs

226/374

8/10/2019 TCC31R Rigorous One-way Slabs

227/374

8/10/2019 TCC31R Rigorous One-way Slabs

228/374

8/10/2019 TCC31R Rigorous One-way Slabs

229/374

8/10/2019 TCC31R Rigorous One-way Slabs

230/374

8/10/2019 TCC31R Rigorous One-way Slabs

231/374

8/10/2019 TCC31R Rigorous One-way Slabs

232/374

8/10/2019 TCC31R Rigorous One-way Slabs

233/374

8/10/2019 TCC31R Rigorous One-way Slabs

234/374

8/10/2019 TCC31R Rigorous One-way Slabs

235/374

8/10/2019 TCC31R Rigorous One-way Slabs

236/374

8/10/2019 TCC31R Rigorous One-way Slabs

237/374

-13.43 -15.31 -17.05 -18.28 -18.91 -18.89 -18.19 -16.82 -14.84-19.37 -22.03 -24.43 -26.11 -26.96 -26.91 -25.91 -23.99 -21.20-22.39 -25.35 -27.99 -29.82 -30.71 -30.57 -29.38 -27.15 -23.97-17.25 -19.76 -22.04 -23.68 -24.55 -24.59 -23.75 -22.03 -19.50-26.99 -30.45 -33.56 -35.68 -36.67 -36.44 -34.97 -32.28 -28.468.97 10.04 10.95 11.54 11.79 11.68 11.19 10.33 9.13

8/10/2019 TCC31R Rigorous One-way Slabs

238/374

8/10/2019 TCC31R Rigorous One-way Slabs

239/374

8/10/2019 TCC31R Rigorous One-way Slabs

240/374

8/10/2019 TCC31R Rigorous One-way Slabs

241/374

8/10/2019 TCC31R Rigorous One-way Slabs

242/374

8/10/2019 TCC31R Rigorous One-way Slabs

243/374

8/10/2019 TCC31R Rigorous One-way Slabs

244/374

8/10/2019 TCC31R Rigorous One-way Slabs

245/374

8/10/2019 TCC31R Rigorous One-way Slabs

246/374

8/10/2019 TCC31R Rigorous One-way Slabs

247/374

8/10/2019 TCC31R Rigorous One-way Slabs

248/374

8/10/2019 TCC31R Rigorous One-way Slabs

249/374

8/10/2019 TCC31R Rigorous One-way Slabs

250/374

8/10/2019 TCC31R Rigorous One-way Slabs

251/374

8/10/2019 TCC31R Rigorous One-way Slabs

252/374

8/10/2019 TCC31R Rigorous One-way Slabs

253/374

8/10/2019 TCC31R Rigorous One-way Slabs

254/374

8/10/2019 TCC31R Rigorous One-way Slabs

255/374

8/10/2019 TCC31R Rigorous One-way Slabs

256/374

8/10/2019 TCC31R Rigorous One-way Slabs

257/374

8/10/2019 TCC31R Rigorous One-way Slabs

258/374

8/10/2019 TCC31R Rigorous One-way Slabs

259/374

-12.31 -9.38 -6.33 -3.19 0.00 0.00 #DIV/0! #DIV/0! #DIV/0!-17.65 -13.49 -9.12 -4.60 0.00 0.00 #DIV/0! #DIV/0! #DIV/0!-19.93 -15.23 -10.30 -5.19 0.00 0.00 #DIV/0! #DIV/0! #DIV/0!-16.24 -12.41 -8.39 -4.23 0.00 0.00 #DIV/0! #DIV/0! #DIV/0!-23.64 -18.06 -12.20 -6.15 0.00 0.00 #DIV/0! #DIV/0! #DIV/0!7.62 5.85 3.97 2.01 0.00 0.00 #DIV/0! #DIV/0! #DIV/0!

8/10/2019 TCC31R Rigorous One-way Slabs

260/374

8/10/2019 TCC31R Rigorous One-way Slabs

261/374

8/10/2019 TCC31R Rigorous One-way Slabs

262/374

8/10/2019 TCC31R Rigorous One-way Slabs

263/374

8/10/2019 TCC31R Rigorous One-way Slabs

264/374

8/10/2019 TCC31R Rigorous One-way Slabs

265/374

8/10/2019 TCC31R Rigorous One-way Slabs

266/374

8/10/2019 TCC31R Rigorous One-way Slabs

267/374

8/10/2019 TCC31R Rigorous One-way Slabs

268/374

8/10/2019 TCC31R Rigorous One-way Slabs

269/374

8/10/2019 TCC31R Rigorous One-way Slabs

270/374

8/10/2019 TCC31R Rigorous One-way Slabs

271/374

8/10/2019 TCC31R Rigorous One-way Slabs

272/374

8/10/2019 TCC31R Rigorous One-way Slabs

273/374

8/10/2019 TCC31R Rigorous One-way Slabs

274/374

8/10/2019 TCC31R Rigorous One-way Slabs

275/374

8/10/2019 TCC31R Rigorous One-way Slabs

276/374

8/10/2019 TCC31R Rigorous One-way Slabs

277/374

8/10/2019 TCC31R Rigorous One-way Slabs

278/374

8/10/2019 TCC31R Rigorous One-way Slabs

279/374

8/10/2019 TCC31R Rigorous One-way Slabs

280/374

8/10/2019 TCC31R Rigorous One-way Slabs

281/374

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

8/10/2019 TCC31R Rigorous One-way Slabs

282/374

8/10/2019 TCC31R Rigorous One-way Slabs

283/374

8/10/2019 TCC31R Rigorous One-way Slabs

284/374

8/10/2019 TCC31R Rigorous One-way Slabs

285/374

8/10/2019 TCC31R Rigorous One-way Slabs

286/374

8/10/2019 TCC31R Rigorous One-way Slabs

287/374

8/10/2019 TCC31R Rigorous One-way Slabs

288/374

8/10/2019 TCC31R Rigorous One-way Slabs

289/374

8/10/2019 TCC31R Rigorous One-way Slabs

290/374

8/10/2019 TCC31R Rigorous One-way Slabs

291/374

8/10/2019 TCC31R Rigorous One-way Slabs

292/374

8/10/2019 TCC31R Rigorous One-way Slabs

293/374

8/10/2019 TCC31R Rigorous One-way Slabs

294/374

8/10/2019 TCC31R Rigorous One-way Slabs

295/374

8/10/2019 TCC31R Rigorous One-way Slabs

296/374

8/10/2019 TCC31R Rigorous One-way Slabs

297/374

8/10/2019 TCC31R Rigorous One-way Slabs

298/374

8/10/2019 TCC31R Rigorous One-way Slabs

299/374

8/10/2019 TCC31R Rigorous One-way Slabs

300/374

8/10/2019 TCC31R Rigorous One-way Slabs

301/374

8/10/2019 TCC31R Rigorous One-way Slabs

302/374

8/10/2019 TCC31R Rigorous One-way Slabs

303/374

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.00 0.00#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.00 0.00#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.00 0.00#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.00 0.00#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.00 0.00#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.00 0.00

8/10/2019 TCC31R Rigorous One-way Slabs

304/374

8/10/2019 TCC31R Rigorous One-way Slabs

305/374

8/10/2019 TCC31R Rigorous One-way Slabs

306/374

8/10/2019 TCC31R Rigorous One-way Slabs

307/374

8/10/2019 TCC31R Rigorous One-way Slabs

308/374

8/10/2019 TCC31R Rigorous One-way Slabs

309/374

8/10/2019 TCC31R Rigorous One-way Slabs

310/374

8/10/2019 TCC31R Rigorous One-way Slabs

311/374

8/10/2019 TCC31R Rigorous One-way Slabs

312/374

8/10/2019 TCC31R Rigorous One-way Slabs

313/374

8/10/2019 TCC31R Rigorous One-way Slabs

314/374

8/10/2019 TCC31R Rigorous One-way Slabs

315/374

8/10/2019 TCC31R Rigorous One-way Slabs

316/374

8/10/2019 TCC31R Rigorous One-way Slabs

317/374

8/10/2019 TCC31R Rigorous One-way Slabs

318/374

8/10/2019 TCC31R Rigorous One-way Slabs

319/374

8/10/2019 TCC31R Rigorous One-way Slabs

320/374

8/10/2019 TCC31R Rigorous One-way Slabs

321/374

8/10/2019 TCC31R Rigorous One-way Slabs

322/374

8/10/2019 TCC31R Rigorous One-way Slabs

323/374

8/10/2019 TCC31R Rigorous One-way Slabs

324/374

8/10/2019 TCC31R Rigorous One-way Slabs

325/374

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

8/10/2019 TCC31R Rigorous One-way Slabs

326/374

8/10/2019 TCC31R Rigorous One-way Slabs

327/374

8/10/2019 TCC31R Rigorous One-way Slabs

328/374

8/10/2019 TCC31R Rigorous One-way Slabs

329/374

8/10/2019 TCC31R Rigorous One-way Slabs

330/374

8/10/2019 TCC31R Rigorous One-way Slabs

331/374

8/10/2019 TCC31R Rigorous One-way Slabs

332/374

8/10/2019 TCC31R Rigorous One-way Slabs

333/374

8/10/2019 TCC31R Rigorous One-way Slabs

334/374

8/10/2019 TCC31R Rigorous One-way Slabs

335/374

8/10/2019 TCC31R Rigorous One-way Slabs

336/374

8/10/2019 TCC31R Rigorous One-way Slabs

337/374

8/10/2019 TCC31R Rigorous One-way Slabs

338/374

8/10/2019 TCC31R Rigorous One-way Slabs

339/374

8/10/2019 TCC31R Rigorous One-way Slabs

340/374

8/10/2019 TCC31R Rigorous One-way Slabs

341/374

8/10/2019 TCC31R Rigorous One-way Slabs

342/374

8/10/2019 TCC31R Rigorous One-way Slabs

343/374

8/10/2019 TCC31R Rigorous One-way Slabs

344/374

8/10/2019 TCC31R Rigorous One-way Slabs

345/374

8/10/2019 TCC31R Rigorous One-way Slabs

346/374

8/10/2019 TCC31R Rigorous One-way Slabs

347/374

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

8/10/2019 TCC31R Rigorous One-way Slabs

348/374

8/10/2019 TCC31R Rigorous One-way Slabs

349/374

8/10/2019 TCC31R Rigorous One-way Slabs

350/374

8/10/2019 TCC31R Rigorous One-way Slabs

351/374

8/10/2019 TCC31R Rigorous One-way Slabs

352/374

8/10/2019 TCC31R Rigorous One-way Slabs

353/374

8/10/2019 TCC31R Rigorous One-way Slabs

354/374

8/10/2019 TCC31R Rigorous One-way Slabs

355/374

8/10/2019 TCC31R Rigorous One-way Slabs

356/374

8/10/2019 TCC31R Rigorous One-way Slabs

357/374

8/10/2019 TCC31R Rigorous One-way Slabs

358/374

8/10/2019 TCC31R Rigorous One-way Slabs

359/374

8/10/2019 TCC31R Rigorous One-way Slabs

360/374

8/10/2019 TCC31R Rigorous One-way Slabs

361/374

8/10/2019 TCC31R Rigorous One-way Slabs

362/374

8/10/2019 TCC31R Rigorous One-way Slabs

363/374

8/10/2019 TCC31R Rigorous One-way Slabs

364/374

8/10/2019 TCC31R Rigorous One-way Slabs

365/374

8/10/2019 TCC31R Rigorous One-way Slabs

366/374

8/10/2019 TCC31R Rigorous One-way Slabs

367/374

8/10/2019 TCC31R Rigorous One-way Slabs

368/374

8/10/2019 TCC31R Rigorous One-way Slabs

369/374

#DIV/0! 0.00#DIV/0! 0.00#DIV/0! 0.00#DIV/0! 0.00#DIV/0! 0.00#DIV/0! 0.00

8/10/2019 TCC31R Rigorous One-way Slabs

370/374

Project Spreadsheets to Eurocode 2 Location 8th Floor slab, from A to G, GRAPH DATA 1

RIGOROUS ONE-WAY SOLID RC SLAB DESIGN to EN 1992-1 : 2004 Job No FB625

Originated from TCC31R.xls v 4.0 on CD 2002-2014 TCC Date 16-Dec-14

LOADING DIAGRAMBeam 0 30.4 -2.5625

0 0Supports 0 0 7.6 7.6 15.2 15.2 22.8 22.8 30.4 30.4 30.4 30.4 30.4 30.4

-2.5625 0 -2.5625 0 -2.5625 0 -2.5625 0 -2.5625 0 -2.5625 0 -2.5625 0UDL's 0 0 7.6 7.6 7.6 15.2 15.2 15.2 22.8 22.8 22.8 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4Dead 0 7.75 7.75 0 7.75 7.75 0 7.75 7.75 0 7.75 7.75 0 0 0 0 0 0 0

Imposed 7.75 10.25 10.25 7.75 10.25 10.25 7.75 10.25 10.25 7.75 10.25 10.25 7.75 0 0 0 0 0 0PL's 0 0 0 0 7.6 7.6 7.6 7.6 15.2 15.2 15.2 15.2 22.8 22.8

Dead 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 Imposed 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 10.25 1

MOMENT DIAGRAMSSPAN 1

X 0 0.38 0.76 1.14 1.52 1.9 2.28 2.66 3.04 3.42 3.8 4.18 4.56 4.94 5.32 5.7 6.08 6.46 6.84 7.22 7.6M(e) all 0 -14.267 -26.595 -36.984 -45.435 -51.946 -56.518 -59.151 -59.846 -58.601 -55.417 -50.295 -43.233 -34.233 -23.293 -10.414 4.4031 21.16 39.855 60.489 83.063

M(e) odd 0 -14.847 -27.755 -38.724 -47.754 -54.846 -59.998 -63.211 -64.485 -63.82 -61.217 -56.674 -50.192 -41.772 -31.412 -19.113 -4.8757 11.301 29.416 49.471 71.464 71.14M(e) even 0 -9.7028 -18.008 -24.916 -30.426 -34.539 -37.255 -38.573 -38.493 -37.016 -34.142 -29.87 -24.2 -17.133 -8.6689 1.19293 12.452 25.109 39.163 54.615 71.464

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M(r) all 0 -14.89 -27.841 -38.853 -47.927 -55.061 -60.256 -63.512 -64.829 -64.208 -61.647 -57.147 -50.709 -42.331 -32.015 -19.759 -5.5645 10.569 28.642 48.653 70.603

M(r) odd 0 -14.89 -27.841 -38.853 -47.927 -55.061 -60.256 -63.512 -64.829 -64.208 -61.647 -57.147 -50.709 -42.331 -32.015 -19.759 -5.5645 10.569 28.642 48.653 70.603M(r) even 0 -9.7458 -18.094 -25.045 -30.599 -34.754 -37.513 -38.874 -38.837 -37.404 -34.572 -30.343 -24.717 -17.693 -9.2716 0.54725 11.764 24.377 38.389 53.797 70.6031,2,5,6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 & 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 & 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 & 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

70% max 0 -6.792 -12.606 -17.441 -21.298 -24.177 -26.078 -27.001 -26.945 -25.911 -23.899 -20.909 -16.94 -11.993 -6.0683 0.83505 8.7166 17.576 27.899 42.343 58.14470% min 0 -10.393 -19.429 -27.107 -33.428 -38.392 -41.998 -44.248 -45.14 -44.674 -42.852 -39.672 -35.135 -29.24 -21.988 -13.379 -3.413 7.9106 20.591 34.63 50.025

Gk,inf Upper 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.38402 12.562 22.86 34.277 46.812 60.467Gk,sup Upper 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.83505 11.764 24.377 38.389 53.797 70.603Lower bound 0 -14.89 -27.841 -38.853 -47.927 -55.061 -60.256 -63.512 -64.829 -64.208 -61.647 -57.147 -50.709 -42.331 -32.015 -19.759 -5.5645 0 0 0 0Upper bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.83505 11.764 24.377 38.389 53.797 70.603

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SPAN 2Local X 0 0.38 0.76 1.14 1.52 1.9 2.28 2.66 3.04 3.42 3.8 4.18 4.56 4.94 5.32 5.7 6.08 6.46 6.84 7.22 7.6

X 7.6 7.98 8.36 8.74 9.12 9.5 9.88 10.26 10.64 11.02 11.4 11.78 12.16 12.54 12.92 13.3 13.68 14.06 14.44 14.82 15.2M(e) all 83.0629 63.26 45.397 29.472 15.487 3.4399 -6.6678 -14.836 -21.066 -25.357 -27.709 -28.121 -26.595 -23.13 -17.726 -10.383 -1.1008 10.12 23.28 38.379 55.417

M(e) odd 71.4644 56.999 43.931 32.261 21.988 13.113 5.6348 -0.4456 -5.1286 -8.4141 -10.302 -10.793 -9.8856 -7.5812 -3.8793 1.22008 7.7169 15.611 24.903 35.592 47.679M(e) even 71.4644 51.855 34.184 18.453 4.6601 -7.1935 -17.108 -25.084 -31.121 -35.218 -37.377 -37.597 -35.878 -32.219 -26.622 -19.086 -9.6111 1.803 15.156 30.448 47.679

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M(r) all 70.6035 51.424 34.183 18.882 5.519 -5.9047 -15.389 -22.935 -28.542 -32.21 -33.938 -33.728 -31.579 -27.491 -21.464 -13.498 -3.5927 8.2514 22.034 37.756 55.417

M(r) odd 70.6035 56.181 43.156 31.529 21.299 12.467 5.0322 -1.0052 -5.6451 -8.8876 -10.733 -11.18 -10.23 -7.8825 -4.1376 1.00485 7.5448 15.482 24.817 35.549 47.679M(r) even 70.6035 51.037 33.409 17.721 3.9714 -7.8392 -17.711 -25.643 -31.637 -35.692 -37.808 -37.984 -36.222 -32.521 -26.881 -19.301 -9.7832 1.6739 15.07 30.405 47.6791,2,5,6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 & 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 & 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 & 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

70% max 58.144 44.282 31.778 22.583 15.392 9.1789 3.9444 -0.3119 -3.59 -5.8898 -7.2114 -7.5548 -6.9199 -5.3068 -2.7155 0.85405 5.4019 10.928 17.432 26.866 38.79270% min 50.0251 36.298 23.929 12.917 3.2621 -5.0355 -11.976 -17.559 -21.784 -24.653 -26.164 -26.318 -25.114 -22.554 -18.636 -13.36 -6.7277 1.2621 10.609 21.314 33.375

Gk,inf Upper 60.467 48.798 38.249 28.818 20.507 13.315 7.2416 2.2875 0 0 0 0 0 0 0 2.9427 8.0605 14.297 21.654 32.336 47.461Gk,sup Upper 70.6035 56.181 43.156 31.529 21.299 12.467 5.0322 0 0 0 0 0 0 0 0 1.00485 7.5448 15.482 24.817 37.756 55.417Lower bound 0 0 0 0 0 -7.8392 -17.711 -25.643 -31.637 -35.692 -37.808 -37.984 -36.222 -32.521 -26.881 -19.301 -9.7832 0 0 0 0Upper bound 70.6035 56.181 43.156 31.529 21.299 12.467 5.0322 0 0 0 0 0 0 0 0 1.00485 7.5448 15.482 24.817 37.756 55.417

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SPAN 3Local X 0 0.38 0.76 1.14 1.52 1.9 2.28 2.66 3.04 3.42 3.8 4.18 4.56 4.94 5.32 5.7 6.08 6.46 6.84 7.22 7.6

X 15.2 15.58 15.96 16.34 16.72 17.1 17.48 17.86 18.24 18.62 19 19.38 19.76 20.14 20.52 20.9 21.28 21.66 22.04 22.42 22.8M(e) all 55.4174 38.379 23.28 10.12 -1.1008 -10.383 -17.726 -23.13 -26.595 -28.121 -27.709 -25.357 -21.066 -14.836 -6.6678 3.43992 15.487 29.472 45.397 63.26 83.063

M(e) odd 47.6791 30.448 15.156 1.803 -9.6111 -19.086 -26.622 -32.219 -35.878 -37.597 -37.377 -35.218 -31.121 -25.084 -17.108 -7.1935 4.6601 18.453 34.184 51.855 71.464M(e) even 47.6791 35.592 24.903 15.611 7.7169 1.2201 -3.8793 -7.5812 -9.8856 -10.793 -10.302 -8.4141 -5.1286 -0.4456 5.6348 13.1127 21.988 32.261 43.931 56.999 71.464

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M(r) all 55.4174 37.756 22.034 8.2514 -3.5927 -13.498 -21.464 -27.491 -31.579 -33.728 -33.938 -32.21 -28.542 -22.935 -15.389 -5.9047 5.519 18.882 34.183 51.424 70.603

M(r) odd 47.6791 30.405 15.07 1.6739 -9.7832 -19.301 -26.881 -32.521 -36.222 -37.984 -37.808 -35.692 -31.637 -25.643 -17.711 -7.8392 3.9714 17.721 33.409 51.037 70.603M(r) even 47.6791 35.549 24.817 15.482 7.5448 1.0049 -4.1376 -7.8825 -10.23 -11.18 -10.733 -8.8876 -5.6451 -1.0052 5.0322 12.467 21.299 31.529 43.156 56.181 70.6031,2,5,6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 & 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 & 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 & 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

70% max 38.7921 26.866 17.432 10.928 5.4019 0.8541 -2.7155 -5.3068 -6.9199 -7.5548 -7.2114 -5.8898 -3.59 -0.3119 3.9444 9.17889 15.392 22.583 31.778 44.282 58.14470% min 33.3754 21.314 10.609 1.2621 -6.7277 -13.36 -18.636 -22.554 -25.114 -26.318 -26.164 -24.653 -21.784 -17.559 -11.976 -5.0355 3.2621 12.917 23.929 36.298 50.025

Gk,inf Upper 47.4612 32.336 21.654 14.297 8.0605 2.9427 0 0 0 0 0 0 0 2.2875 7.2416 13.3148 20.507 28.818 38.249 48.798 60.467Gk,sup Upper 55.4174 37.756 24.817 15.482 7.5448 1.0049 0 0 0 0 0 0 0 0 5.0322 12.467 21.299 31.529 43.156 56.181 70.603Lower bound 0 0 0 0 -9.7832 -19.301 -26.881 -32.521 -36.222 -37.984 -37.808 -35.692 -31.637 -25.643 -17.711 -7.8392 0 0 0 0 0Upper bound 55.4174 37.756 24.817 15.482 7.5448 1.0049 0 0 0 0 0 0 0 0 5.0322 12.467 21.299 31.529 43.156 56.181 70.603

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SPAN 4Local X 0 0.38 0.76 1.14 1.52 1.9 2.28 2.66 3.04 3.42 3.8 4.18 4.56 4.94 5.32 5.7 6.08 6.46 6.84 7.22 7.6

X 22.8 23.18 23.56 23.94 24.32 24.7 25.08 25.46 25.84 26.22 26.6 26.98 27.36 27.74 28.12 28.5 28.88 29.26 29.64 30.02 30.4M(e) all 83.0629 60.489 39.855 21.16 4.4031 -10.414 -23.293 -34.233 -43.233 -50.295 -55.417 -58.601 -59.846 -59.151 -56.518 -51.946 -45.435 -36.984 -26.595 -14.267 0

M(e) odd 71.4644 54.615 39.163 25.109 12.452 1.1929 -8.6689 -17.133 -24.2 -29.87 -34.142 -37.016 -38.493 -38.573 -37.255 -34.539 -30.426 -24.916 -18.008 -9.7028 0M(e) even 71.4644 49.471 29.416 11.301 -4.8757 -19.113 -31.412 -41.772 -50.192 -56.674 -61.217 -63.82 -64.485 -63.211 -59.998 -54.846 -47.754 -38.724 -27.755 -14.847 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M(r) all 70.6035 48.653 28.642 10.569 -5.5645 -19.759 -32.015 -42.331 -50.709 -57.147 -61.647 -64.208 -64.829 -63.512 -60.256 -55.061 -47.927 -38.853 -27.841 -14.89 0

M(r) odd 70.6035 53.797 38.389 24.377 11.764 0.5473 -9.2716 -17.693 -24.717 -30.343 -34.572 -37.404 -38.837 -38.874 -37.513 -34.754 -30.599 -25.045 -18.094 -9.7458 0M(r) even 70.6035 48.653 28.642 10.569 -5.5645 -19.759 -32.015 -42.331 -50.709 -57.147 -61.647 -64.208 -64.829 -63.512 -60.256 -55.061 -47.927 -38.853 -27.841 -14.89 01,2,5,6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 & 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 & 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 & 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

70% max 58.144 42.343 27.899 17.576 8.7166 0.835 -6.0683 -11.993 -16.94 -20.909 -23.899 -25.911 -26.945 -27.001 -26.078 -24.177 -21.298 -17.441 -12.606 -6.792 0

70% min 50.0251 34.63 20.591 7.9106 -3.413 -13.379 -21.988 -29.24 -35.135 -39.672 -42.852 -44.674 -45.14 -44.248 -41.998 -38.392 -33.428 -27.107 -19.429 -10.393 0Gk,inf Upper 60.467 46.812 34.277 22.86 12.562 3.384 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Gk,sup Upper 70.6035 53.797 38.389 24.377 11.764 0.835 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Lower bound 0 0 0 0 -5.5645 -19.759 -32.015 -42.331 -50.709 -57.147 -61.647 -64.208 -64.829 -63.512 -60.256 -55.061 -47.927 -38.853 -27.841 -14.89 0Upper bound 70.6035 53.797 38.389 24.377 11.764 0.835 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

8/10/2019 TCC31R Rigorous One-way Slabs

371/374

Project Spreadsheets to Eurocode 2 Location 8th Floor slab, from A to G, GRAPH DATA (2)

RIGOROUS ONE-WAY SOLID RC SLAB DESIGN to EN 1992-1 : 2004 Job No FB625

Originated from TCC31R.xls v 4.0 on CD 2002-2014 TCC Date 16-Dec-14

SPAN 5Local X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

X 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4M(e) all 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(e) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M(e) even 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M(r) all 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M(r) even 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1,2,5,6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 & 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 & 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 & 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

70% max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 70% min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Gk,inf Upper 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gk,sup Upper 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lower bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Upper bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SPAN 6Local X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

X 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4M(e) all 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(e) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M(e) even 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M(r) all 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M(r) even 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1,2,5,6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 & 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 & 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 & 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

70% max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 70% min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Gk,inf Upper 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gk,sup Upper 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lower bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Upper bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SHEAR FORCE DIAGRAMSSPAN 1 SPAN 2 SPAN 3

Local X 0 0 0 0 0 0 7.6 0 0 0 0 0 7.6 0 0 0 0 0 7.6 0 X 0 0 0 0 0 0 7.6 7.6 7.6 7.6 7.6 7.6 15.2 15.2 15.2 15.2 15.2 15.2 22.8 22.8 22.

V(e) all 0 40.096 40.096 40.096 40.096 40.096 -61.955 54.663 54.663 54.663 54.663 54.663 -47.388 47.388 47.388 47.3881 47.388 47.388 -54.663 61.955 61.955 61.95V(e) odd 0 41.622 41.622 41.622 41.622 41.622 -60.429 39.905 39.905 39.905 39.905 39.905 -33.646 47.896 47.896 47.896 47.896 47.896 -54.155 46.179 46.179 46.17

V(e) even 0 27.372 27.372 27.372 27.372 27.372 -46.179 54.155 54.155 54.155 54.155 54.155 -47.896 33.646 33.646 33.646 33.646 33.646 -39.905 60.429 60.429 60.42V(r) all 0 41.736 41.736 41.736 41.736 41.736 -60.316 53.024 53.024 53.024 53.024 53.024 -49.028 49.028 49.028 49.0275 49.028 49.028 -53.024 60.316 60.316 60.316

V(r) odd 0 41.736 41.736 41.736 41.736 41.736 -60.316 39.792 39.792 39.792 39.792 39.792 -33.759 48.009 48.009 48.0093 48.009 48.009 -54.042 46.066 46.066 46.066V(r) even 0 27.486 27.486 27.486 27.486 27.486 -46.066 54.042 54.042 54.042 54.042 54.042 -48.009 33.759 33.759 33.7593 33.759 33.759 -39.792 60.316 60.316 60.3161,2,5,6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 & 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 & 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 & 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Lower bound 0 0 0 0 0 0 -60.316 0 0 0 0 0 -49.028 0 0 0 0 0 -54.042 0 Upper bound 0 41.736 41.736 41.736 41.736 41.736 0 54.042 54.042 54.042 54.042 54.042 0 49.028 49.028 49.0275 49.028 49.028 0 60.316 60.316 60.

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

GRIDS 7.6 7.6 15.2 15.2 22.8 22.8 30.4 30.4 30.4 30.4 30.4 30.4 0 0-64.86 83.063 -64.861 83.063 -64.861 83.063 -64.861 83.063 -64.861 83.063 -64.861 83.063 -64.861 83.063-36.67 5.5008 -36.672 5.5008 -36.672 5.5008 -36.672 5.5008 -36.672 5.5008 -36.672 5.5008 -36.672 5.5008

36.62 6.33 6.33 36.675.94 1.42 1.42 5.96

8/10/2019 TCC31R Rigorous One-way Slabs

372/374

National Annex valuesEC2 Ref Function Value

Table 2.2 c 1.5 concrete

Table 2.2 s 1.15 steel

3.1.6 (1)P cc 0.85 strength factor - flexure3.1.6 (1)P cc 1.00 strength factor - shear

5.1.2 (1)P Pattern loading b a =alt+adj, b = alt+full

5.5(4) k1 0.4 redistribution factor - = - k2 a 1 a(b+c/ecu2)- = - k2 b 0.6 - = -- = - k2 c 0.0014 - = -- = - k3 0.4 redistribution factor - = - k4 a 1 a(b+c/ecu2)- = - k4 b 0.6 - = -- = - k4 c 0.0014 - = -- = - k5 0.7 redistribution factor

- = - k6

0.8 redistribution factor 6.2.2 (1) CRd,c 0.18 basic shear stress

- = - vmin 0.035 x k f ck

6.2.3(2) cotmin/max 1 max/min strut angle 2.56.2.3(3) c 1 for V Rdmax

7.2(5) k3 1 max steel stress9.3.1.1 (3) Smax ,slabs, DIST 450 D max slab spacing PL 400

- = - - = - 3.5 UD or x h PL 3EN 1990 G,sup 1.35 dead load factor EN 1990 G,inf 1 dead load factor EN 1990 Q 1.5 imposed load factor EN 1990 Allow 6.10a & b? Yes loading equations

EN 1990 0.925G k modification factor

8/10/2019 TCC31R Rigorous One-way Slabs

373/374

1.5 1.5

1.15 1.15

1 0.851 1

TABLE A1.1 EN1990 0 1 2 a bDwelling 0.7 0.5 0.3 1 0.44 0.4

Office 0.7 0.5 0.3 1.25 1Crowds 0.7 0.7 0.6 0.6 0.4 0.6 ?

Shopping 0.7 0.7 0.6 0.0014 0.4 0.0014 ?Storage 1 0.9 0.8 1 0.54 0.3 0.4 ?

Traffic

8/10/2019 TCC31R Rigorous One-way Slabs

374/374

Loading equation selection 0 = 0.7

Span 1 2 3 4 5 6Gk 58.9 58.9 58.9 58.9 0 0

Qk 19 19 19 19 0 0

6.10a 99.465 99.465 99.465 99.465 0 0 397.86 Dead 1.2488 b6.10b 102.05 102.05 102.05 102.05 0 0 408.21 Imposed 1.5 a

Checks 0 0 0 0 0 0 0BS EN 1990: (6.10b)