A cantilever beam carries a trapezoidal distributed load (see figure). Let wg = 2.7 kN/m, WA = 5.4 kN/m, and L = 3.0 m. The beam has a modulus E = 45 GPa and a rectangular cross section with width b = 200 mm and depth h = 340 mm.WA8B =AhradWBBUse the method of superposition and Cases 1 and 8 in this table to calculate the deflection (in mm) and rotation (in rad) at B. (Enter the magnitudes. The beam has constant flexural rigidity EI.)mmx

Given, Load, WB=2.7 kN/mWA=5.4 kN/m Length L= 3 m Width b=200 mm Depth d= 340 mm

A cantilever beam carries a trapezoidal distributed load (see figure). Let wg = 2.7 kN/m, WA = 5.4 kN/m, and L = 3.0 m. The beam has a modulus E = 45 GPa and a rectangular cross section with width b = 200 mm and depth h = 340 mm. wa WA A WB B x Use the method of superposition and Cases 1 and 8 in this table to calculate the deflection (in mm) and rotation (in rad) at B. (Enter the magnitudes. The beam has constant flexural rigidity EI.) mm SB 88 = rad

A cantilever beam carries a trapezoidal distributed load (see figure). Let wg = 2.7 kN/m, WA = 5.4 kN/m, and L = 3.0 m. The beam has a modulus E = 45 GPa and a rectangular cross section with width b = 200 mm and depth h = 340 mm. wa WA A WB B x Use the method of superposition and Cases 1 and 8 in this table to calculate the deflection (in mm) and rotation (in rad) at B. (Enter the magnitudes. The beam has constant flexural rigidity EI.) mm SB 88 = rad

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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