Find slope and deflection in beam at point C shown in figure below. Assume that modulus ofelasticity is 29,000 ksi.20 kN200 mm20 kN/m10 mmA150 mm-10 mm10 mm4 m2 mCross section of beam

Given data : E = 29,000 ksi By basic equilibrium condition, Σ Fx = 0Ax = 0 kNΣ Fy = 0Ay + By = 20 ×…

Answered: Find slope and deflection in beam at…

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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1. The figure below shows a roof canopy beam which is supported by a φ20 mm hanger rod. The roof beam is a W200×19 steel beam with a cross-sectional area A = 2480 mm2, section modulus, Sx = 163×103 mm3 and a moment of inertia Ix = 16.6×106 mm4. The modulus of elasticity for steel is 200 000 MPa. 1) Determine the beam reactions at A and B. 2) Determine the axial stress in the 20 mm hanger rod and in the W200x19 beam. 3) Determine the shear force and bending moment at the midspan of the beam 4) Determine the bending stress in the beam at the mid-span of the beam.
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Find slope and deflection in beam at point C shown in figure below. Assume that modulus of elasticity is 29,000 ksi. 20 kN 200 mm 20 kN/m 10 mm A 150 mm -10 mm 10 mm 4 m 2 m Cross section of beam