A composite beam spans a distance of L= 12 ft and is fabricated by adhering two woodenboards (b= 2 in., d= 8 in. and E = 1,500 ksi) to the sides of a steel plate (t = 0.4 in., d = 8 in.and E= 30,000 ksi).400 lb400 Ib200 lb/ftd-3 ft-3 ftV (lb)-6ft600400(ft)12-400-6001. For the given loading condition,determine the maximum normal stressM (lb-ft)in the steel plate.A) 3,850 psi+x (ft)B) 1,550 psi-300C) 2,250 psiD) 4,200 psi-1200- 1200E) None of the Above2. If the allowable normal stress of the steel is 9,000 psi and the 200 lb/ft distributed loadremians constant, determine the largest acceptable concentrated load on each end.A) 1,600 lbB) 2,325 lbC) 935 lbD) 860 lbE) None of the Above

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A composite beam spans a distance of L= 12 ft and is fabricated by adhering two wooden boards (b 2 in., d-8 in. and E 1,500 ksi) to the sides of a steel plate (f 0.4 in., d 8 in. and E-30,000 ksi). 400 Ib 400 Ib 200 lb/ft -3 ft -6 ft- 3 ft- V (Ib) 600 400 x (ft) 12 -400 -600 1. For the given loading condition, determine the maximum normal stress in the steel plate. M (lb-ft)

A composite beam spans a distance of L= 12 ft and is fabricated by adhering two wooden boards (b 2 in., d-8 in. and E 1,500 ksi) to the sides of a steel plate (f 0.4 in., d 8 in. and E-30,000 ksi). 400 Ib 400 Ib 200 lb/ft -3 ft -6 ft- 3 ft- V (Ib) 600 400 x (ft) 12 -400 -600 1. For the given loading condition, determine the maximum normal stress in the steel plate. M (lb-ft)

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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