A simple beam with an overhang is subjected to a point load P = 16.5 kN.AВCL2If the maximum allowable deflection at point C is 0.5 mm, select the lightest W360 section from this table that can be usedfor the beam. Assume that L = 3 m and ignore the distributed weight of the beam. (Solve this problem using availabledeflection formulas. All beams have constant flexural rigidity EI.)O w 360x179O w 360x122W 360x79W 360x39 Designation Meter Area Depth ness |Width| nessSrkg mm?| mmW 760 × 314 314 40100W 760 x 196 196 25100|× 10°mm × 10?mm mm x 10°mm × 10?mm mmmmmmmm32831088.657.2785 19.738433.5429010900315164077015.626725.42400623081.6610W 610 × 241 241W 610 × 140 1403080063517.933031.021506780264184112077.51790061713.123022.21120364025145.439350.3W 460 x 177 177W 460 x 106 1062011912260068.343.248316.628726.991237901057361340047012.619420.6487208025.125963.862.7W 410 x 149 149W 410 × 114 114W 410 × 85W 410 × 46.1 46.1 58901900043214.926425.0620287018077.45851460041911.626219.3462220017857.444185.0 1080041710.918118.2316151017117.919840.64046.9914011.21567731635.1673.629.7W 360 x 179 179W 360 × 122 122W 360 x 79W 360 x 392280015895.063.048.836815.037323.9574311020611101550036313.025721.7367202015461.648079.0 1010039.0 49603539.4020516.8225127015024.02343536.4812810.71025781443.7158.227.4W 310 × 129 129W 310 × 74W 310 × 52W 310 x 211650031813.130720.6308193013710065178.074.0 94203109.4020516.3163105013223.422849.852.0 665039.119.13187.6216713.211974713310.212221.0 26803025.081015.7236.92441170.98219.589.0 11400W 250 x 89W 250 × 6711211011165.351.134.819.925910.725717.3142109048.337767.0 8580W 250 x 44.8 44.8 5700W 250 x 17.9 17.9 22802578.8920415.710380522.22182677.6214813.070.85316.9594.22514.831015.3322.417999.10.90718.0W 200 × 52W 200 × 41.7W 200 × 31.3W 200 × 22.552.0 66502067.8720412.652.951189.217.717451.641.753202057.2416611.840.839887.69.0310941.131.339702106.3513410.231.329888.64.0760.832.022.528602066.221028.0020.019383.61.4227.922.3EN Oxes 1-1 and 2-2 are principal centroidal axes.

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A simple beam with an overhang is subjected to a point load P = 16.5 kN. P A B L -L- If the maximum allowable deflection at point C is 0.5 mm, select the lightest W360 section from this table that can be used for the beam. Assume that L = 3 m and ignore the distributed weight of the beam. (Solve this problem using available deflection formulas. All beams have constant flexural rigidity EI.) w 360x179 O w 360x122 W 360x79 O w 360x39

A simple beam with an overhang is subjected to a point load P = 16.5 kN. P A B L -L- If the maximum allowable deflection at point C is 0.5 mm, select the lightest W360 section from this table that can be used for the beam. Assume that L = 3 m and ignore the distributed weight of the beam. (Solve this problem using available deflection formulas. All beams have constant flexural rigidity EI.) w 360x179 O w 360x122 W 360x79 O w 360x39

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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