Please help me with e,f and g. A steel beam, of lengths a= 4 m and b=2 m and a hollow box cross section, issupported by a hinge support A and roller support B, see Figure Q.1. The widthand height of the cross section are 200 mm and 300 mm, respectively, and thewall thickness of the cross section is 5 mm. The beam is under a distributed loadof the intensity that linearly varies from q=0 kN/m to q= 5.8 kN/m for AB span;and is constant with q= 5.8 kN/m for BC span. The Young's modulus of steel is 200GPa.Part By, va5 mm200 mmvEI = F(x) + C₁x + C3vEI = G(x) + C₂x + C49miwBFigure Q.1300 mmbfor 0≤x≤ afor a ≤ x ≤a+bCPerform double integration of the bending moment equations. You will obtaindeflections in this form:XCalculate:e) the value of the integration constant C₂. Enter your answer in kNm² to threedecimal places.f) the value of the integration constant C4. Enter your answer in kNm² to threedecimal places.g) the value of the deflection at point C. Enter your answer in mm to three decimalplaces. Assume the positive direction of deflection in the positive direction of vaxis.

The loading intensity q varies from The distance 'a' given as 4m and 'b' is given as 2m.

A steel beam, of lengths a=4 m and b= 2 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The width and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributed load of the intensity that linearly varies from q=0 kN/m to q= 5.8 kN/m for AB span; and is constant with q= 5.8 kN/m for BC span. The Young's modulus of steel is 200 GPa. A y, v a 5 mm 200 mm 9 Дв 300 mm b C X

A steel beam, of lengths a=4 m and b= 2 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The width and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributed load of the intensity that linearly varies from q=0 kN/m to q= 5.8 kN/m for AB span; and is constant with q= 5.8 kN/m for BC span. The Young's modulus of steel is 200 GPa. A y, v a 5 mm 200 mm 9 Дв 300 mm b C X

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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