LATEST 2
1
www.hilti-me.com Profis Anchor 2.6.1 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company: Specifier: Address: Phone I Fax: E-Mail: | Page: Project: Sub-Project I Pos. No.: Date: 2 12/28/2015 Case Description Forces [kN] / Moments [kNm] Seismic Fire Max. Util. [%] 1 Imported 1 N = -0.420; V x = -0.990; V y = 7.900; M x = 0.910; M y = 1.340; M z = -0.880 no no 45 2 Imported 2 N = -1.710; V x = 0.530; V y = 9.590; M x = 1.240; M y = 1.470; M z = -0.300 no no 45 3 Imported 3 N = 0.210; V x = -1.110; V y = 15.020; M x = 0.230; M y = 3.240; M z = -2.160 no no 132 4 Imported 4 N = -1.660; V x = 0.910; V y = 9.980; M x = 1.270; M y = 1.310; M z = -0.330 no no 46 5 Imported 5 N = 0.270; V x = -0.730; V y = 15.420; M x = 0.290; M y = 3.060; M z = -2.200 no no 131 6 Imported 6 N = -1.310; V x = -1.170; V y = 6.410; M x = 1.100; M y = 1.170; M z = -0.330 no no 31 7 Imported 7 N = -0.020; V x = -2.420; V y = 9.510; M x = -0.500; M y = 3.120; M z = -1.530 no no 98 8 Imported 8 N = -0.550; V x = -2.780; V y = 6.130; M x = 0.440; M y = 1.750; M z = -0.970 no no 45 9 Imported 9 N = -0.480; V x = -1.380; V y = 7.560; M x = 0.870; M y = 1.520; M z = -0.860 no no 43 10 Imported 10 N = -0.510; V x = -2.080; V y = 6.740; M x = 0.640; M y = 1.620; M z = -0.910 no no 43 11 Imported 11 N = -1.120; V x = -3.260; V y = 4.830; M x = 0.670; M y = 1.540; M z = -0.610 no no 30 12 Imported 12 N = -0.340; V x = -4.100; V y = 5.850; M x = -0.690; M y = 3.090; M z = -1.260 no no 78 13 Imported 13 N = -1.690; V x = -0.540; V y = 7.320; M x = 1.150; M y = 1.370; M z = -0.170 no no 33 14 Imported 14 N = 0.130; V x = -2.190; V y = 12.240; M x = -0.380; M y = 3.580; M z = -1.930 no no 126 15 Imported 15 N = -1.700; V x = 0.630; V y = 9.680; M x = 1.240; M y = 1.430; M z = -0.300 no no 45 16 Imported 16 N = 0.230; V x = -1.010; V y = 15.120; M x = 0.240; M y = 3.200; M z = -2.170 no no 132 17 Imported 17 N = -0.420; V x = -0.990; V y = -7.900; M x = -0.900; M y = 1.340; M z = 0.870 no no 45 18 Imported 18 N = -1.720; V x = 0.530; V y = -9.580; M x = -1.250; M y = 1.460; M z = 0.290 no no 44 19 Imported 19 N = -1.400; V x = 0.610; V y = -12.860; M x = -1.640; M y = 0.540; M z = 0.630 no no 65 20 Imported 20 N = -1.660; V x = 0.920; V y = -9.970; M x = -1.280; M y = 1.300; M z = 0.320 no no 46 21 Imported 21 N = -1.340; V x = 0.990; V y = -13.260; M x = -1.690; M y = 0.380; M z = 0.670 no no 68 22 Imported 22 N = -1.310; V x = -1.170; V y = -6.410; M x = -1.100; M y = 1.170; M z = 0.320 no no 31
-
Upload
logeswaran-raji -
Category
Documents
-
view
3 -
download
2
description
rcc
Transcript of LATEST 2
www.hilti-me.com Profis Anchor 2.6.1
Input data and results must be checked for agreement with the existing conditions and for plausibility!PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:Specifier:Address:Phone I Fax:E-Mail:
|
Page:Project:Sub-Project I Pos. No.:Date:
2
12/28/2015
Case Description Forces [kN] / Moments [kNm] Seismic Fire Max. Util. [%]1 Imported 1 N = -0.420; Vx = -0.990; Vy = 7.900;
Mx = 0.910; My = 1.340; Mz = -0.880no no 45
2 Imported 2 N = -1.710; Vx = 0.530; Vy = 9.590;Mx = 1.240; My = 1.470; Mz = -0.300
no no 45
3 Imported 3 N = 0.210; Vx = -1.110; Vy = 15.020;Mx = 0.230; My = 3.240; Mz = -2.160
no no 132
4 Imported 4 N = -1.660; Vx = 0.910; Vy = 9.980;Mx = 1.270; My = 1.310; Mz = -0.330
no no 46
5 Imported 5 N = 0.270; Vx = -0.730; Vy = 15.420;Mx = 0.290; My = 3.060; Mz = -2.200
no no 131
6 Imported 6 N = -1.310; Vx = -1.170; Vy = 6.410;Mx = 1.100; My = 1.170; Mz = -0.330
no no 31
7 Imported 7 N = -0.020; Vx = -2.420; Vy = 9.510;Mx = -0.500; My = 3.120; Mz = -1.530
no no 98
8 Imported 8 N = -0.550; Vx = -2.780; Vy = 6.130;Mx = 0.440; My = 1.750; Mz = -0.970
no no 45
9 Imported 9 N = -0.480; Vx = -1.380; Vy = 7.560;Mx = 0.870; My = 1.520; Mz = -0.860
no no 43
10 Imported 10 N = -0.510; Vx = -2.080; Vy = 6.740;Mx = 0.640; My = 1.620; Mz = -0.910
no no 43
11 Imported 11 N = -1.120; Vx = -3.260; Vy = 4.830;Mx = 0.670; My = 1.540; Mz = -0.610
no no 30
12 Imported 12 N = -0.340; Vx = -4.100; Vy = 5.850;Mx = -0.690; My = 3.090; Mz = -1.260
no no 78
13 Imported 13 N = -1.690; Vx = -0.540; Vy = 7.320;Mx = 1.150; My = 1.370; Mz = -0.170
no no 33
14 Imported 14 N = 0.130; Vx = -2.190; Vy = 12.240;Mx = -0.380; My = 3.580; Mz = -1.930
no no 126
15 Imported 15 N = -1.700; Vx = 0.630; Vy = 9.680;Mx = 1.240; My = 1.430; Mz = -0.300
no no 45
16 Imported 16 N = 0.230; Vx = -1.010; Vy = 15.120;Mx = 0.240; My = 3.200; Mz = -2.170
no no 132
17 Imported 17 N = -0.420; Vx = -0.990; Vy = -7.900;Mx = -0.900; My = 1.340; Mz = 0.870
no no 45
18 Imported 18 N = -1.720; Vx = 0.530; Vy = -9.580;Mx = -1.250; My = 1.460; Mz = 0.290
no no 44
19 Imported 19 N = -1.400; Vx = 0.610; Vy = -12.860;Mx = -1.640; My = 0.540; Mz = 0.630
no no 65
20 Imported 20 N = -1.660; Vx = 0.920; Vy = -9.970;Mx = -1.280; My = 1.300; Mz = 0.320
no no 46
21 Imported 21 N = -1.340; Vx = 0.990; Vy = -13.260;Mx = -1.690; My = 0.380; Mz = 0.670
no no 68
22 Imported 22 N = -1.310; Vx = -1.170; Vy = -6.410;Mx = -1.100; My = 1.170; Mz = 0.320
no no 31
