Mark

Beam SizeLength

Left Support

b (mm) h (mm)

Top bars

(mm) (mm) As (top) As1

B1 300 500 4800 259.46 ok 836.00 314.16B2 300 500 8400 454.05 ok 836.00 314.16B3 400 600 4800 259.46 ok 1309.00 314.16B4 400 600 8400 454.05 ok 2415.00 490.88

Etabs Desig. (line label)

Min. thickne

ss

Remark for beam depth

Left Support Right SupportTop bars Bottom bars Top bars

d (mm) rho # As (bot) As1 d (mm) rho # As (top) As1

435 0.0064 2.66 733.00 314.16 435 0.0056 2.33 836.00 314.16435 0.0064 2.66 510.00 314.16 435 0.0039 2.11 836.00 314.16535 0.0061 4.17 1309.00 314.16 535 0.0061 4.17 1309.00 314.16530 0.0114 4.92 1382.00 490.88 530 0.0065 2.82 3721.00 490.88

Right Support Midspan Top bars Bottom bars Bottom bars

d (mm) rho # As (bot) As1 d (mm) rho # As As1

435 0.0064 2.66 728.00 314.16 435 0.0056 2.32 233.00 314.16435 0.0064 2.66 511.00 314.16 435 0.0039 2.11 300.00 314.16535 0.0061 4.17 1309.00 314.16 535 0.0061 4.17 576.00 314.16530 0.0176 7.58 1309.00 490.88 530 0.0062 2.67 786.00 490.88

Midspan ReinforcementsBottom bars Top bars Left Support

d (mm) rho # As As1 d (mm) rho # Top bars#

435 0.0018 2.11 324.00 314.16 435 0.0025 2.11 3 20435 0.0023 2.11 428.00 314.16 435 0.0033 2.11 3 20535 0.0027 3.46 1309.00 314.16 535 0.0061 4.17 5 20530 0.0037 2.19 2392.00 490.88 530 0.0113 4.87 5 25

Reinforcements Web barsLeft Support Midspan Right Support

Bottom bars Top bars Bottom bars Top bars Bottom bars# # # # # 3 20 3 20 3 20 3 20 3 20 0.00 0.03 20 3 20 3 20 3 20 3 20 0.00 0.05 20 5 20 4 20 5 20 5 20 0.00 0.03 25 5 25 3 25 8 25 3 25 0.00 0.0

As for flexure

add'l rebars

Web bars Stirrups

Web bars

Area /set

SpacingAs As1 #legs As

0.000 2 - 20 : 0.699 224.72 78.54 2 0.622 252.54 1 - 100.000 2 - 20 : 0.492 319.27 78.54 2 0.454 345.99 1 - 100.000 2 - 20 : 1.700 92.40 78.54 2 1.400 112.20 1 - 100.000 2 - 25 : 0.850 184.80 78.54 2 0.707 222.05 1 - 10

0

As for shear

@ 2h from face of support

beyond 2h from support

reqd. spacing @ h/2 (mm)

reqd. spacing

@ center (mm)

Stirrups

RemarksSpacing

: 4.4 @ 108.8 , rest @ 217.5: 3.1 @ 108.8 , rest @ 217.5: 13.0 @ 92.4 , rest @ 112.2: 6.5 @ 132.5 , rest @ 222.1

A lahoreSubject: BEAM REBARSLevel: L1Etabs File podium_rcbeams

f'c = 20.7fy = 414

0.00340.3206

Mark

Beam SizeLength

Left Support

h (mm) b (mm)

Top bars

(mm) (mm) As (top) As1

B1 500 300 4800 259.46 ok 674.00 314.16B2 500 300 8400 454.05 ok 907.00 314.16B2 600 400 4800 259.46 ok 1525.00 314.16B4 600 400 8400 454.05 ok 3703.00 490.88

min = max =

Etabs Desig. (line label)

Min. thickne

ss

Remark for beam

depth

Left Support Right SupportTop bars Bottom bars Top bars

d (mm) rho # As (bot) As1 d (mm) rho # As (top) As1

435 0.0052 2.15 558.00 314.16 435 0.0043 1.78 678.00 314.16435 0.0070 2.89 591.00 314.16 435 0.0045 1.88 836.00 314.16535 0.0071 4.85 1488.00 314.16 535 0.0070 4.74 1624.00 314.16530 0.0175 7.54 1744.00 490.88 530 0.0082 3.55 3721.00 490.88

Right Support Midspan Top bars Bottom bars Bottom bars

d (mm) rho # As (bot) As1 d (mm) rho # As As1

435 0.0052 2.16 556.00 314.16 435 0.0043 1.77 171.00 314.16435 0.0064 2.66 630.00 314.16 435 0.0048 2.01 372.00 314.16535 0.0076 5.17 1511.00 314.16 535 0.0071 4.81 618.00 314.16530 0.0176 7.58 1819.00 490.88 530 0.0086 3.71 1131.00 490.88

Midspan ReinforcementsBottom bars Top bars Left Support

d (mm) rho # As As1 d (mm) rho # Top bars#

435 0.0013 1.40 265.00 314.16 435 0.0020 1.40 3 20435 0.0029 1.40 498.00 314.16 435 0.0038 1.59 3 20535 0.0029 2.30 1309.00 314.16 535 0.0061 4.17 5 20530 0.0053 2.30 4065.00 490.88 530 0.0192 8.28 8 25

Reinforcements Web barsLeft Support Midspan Right Support

Bottom bars Top bars Bottom bars Top bars Bottom bars# # # # # 3 20 2 20 3 20 3 20 2 20 0.00 0.02 20 2 20 2 20 3 20 3 20 0.00 0.05 20 5 20 3 20 6 20 5 20 0.00 0.04 25 9 25 3 25 8 25 4 25 0.00 0.0

As for flexure

add'l rebars

Web bars Stirrups

Web bars

Area /set

As As1 #legs As

0.00 0 - 12 : 0.58 270.36 78.54 2 0.570.00 0 - 12 : 0.54 289.82 78.54 2 0.450.00 0 - 12 : 1.90 119.05 113.098 2 1.650.00 0 - 12 : 2.25 100.53 113.098 2 1.19

As for shear

@ 2h from face of support

beyond 2h from support

reqd. spacing @ h/2 (mm)

Stirrups

RemarksSpacing

275.58 1 - 10 : 3.7 @ 108.8 , rest @ 217.5345.99 1 - 10 : 3.5 @ 108.8 , rest @ 217.5137.09 1 - 12 : 10.1 @ 119.1 , rest @ 137.1190.08 1 - 12 : 11.9 @ 100.5 , rest @ 190.1

beyond 2h from supportreqd.

spacing @

center (mm)

locallahore