A simply supported beam with a span of 9.5 m has a uniformly distributed dead load (including the beam weight) of 35 kN/m and live load of 30 kN/m. Use fc’ = 31 MPa, fy = 420 MPa, n = 6.8, and bar diameter of 32 mm. Determine the moment capacity (kN m) of the section under WSD conditions SHOW COMPLETE SOLUTION. NEED ASAP. THANK YOU.

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Topic: COMBINED STRESS - STEEL DESIGN

5. The beam-column has a height of 7.5m and is a member of a braced frame. It is subjected to an axial load of DL-65KN and LL= 1OOKN. It is pinned at both ends. A W12X35 section was used and was made up of A-36 steel with Fy-250MPA. Compute the interaction value for beam- column based on NSCP 2015 code provisions. Ngelect the weight of the section. A = 6645 mm2 Zx- 839x10^3 mm3 d- 317.50mm Sx- 747x10^3 mm3 tw= 7.62 Rx= 133.35 bf= 166.62 ly= 10x10^6 mm4 tf- 13.21 Sy= 122x10^3 mm3 Ix= 119x10^6 mm4 Ry3 39.12mm 3.5 Note: Use C=D1.00%--0.2

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Determine force in member FG

Determine the forces in members using the method of section FE, LK, and LG. Include your complete solution along with its free body diagram.

A beam has a width of 200mm and a height of 250mm and is loaded as shown. Compute the maximum shear stress. Show computation and present detailed drawings/FBD’s illustrating your solution.

A T section of a beam is fabricated from 2 - 12 mm x 150 mm steelplates and joined by welding as shown in Figure ST - 904. It carries a live loadof 6.5 kN/m extending half of its span. Neglect the weight  1. Compute the maximum compressive stress. ( bending stress incompression )2. Compute the maximum tensile stress. ( bending stress intension )3. Compute the maximum shear stress. 4. Compute the shear stress between the junction of web and flange. 5. Compute the maximum deflection. EI is constant.

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