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Given the beam below. 1. Determine the support reactions. 2. Determine the maximum shear and maximum moment. 3. Sketch the shear and moment diagram. 1.00 m 3.00 m 1.00 m 10 kN/m 2.00 m 2.00 m 1.00 m 3.00 m amant 1.00 m

Given the beam below. 1. Determine the support reactions. 2. Determine the maximum shear and maximum moment. 3. Sketch the shear and moment diagram. 1.00 m 3.00 m 1.00 m 10 kN/m 2.00 m 2.00 m 1.00 m 3.00 m amant 1.00 m

Structural Analysis
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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All calculations shall be done manually. Usage of calculator functions (i.e. EQN, Integral Calculus) should be noted in your solutions.

 Final answers should also have the correct magnitude, units, and direction (if applicable).

SITUATION 1 FOR WALLS -Clay brick 100mm 1.87 kPa Floor Finish -cement Slab - conc Conciete Ly one way Occupancy use Load h = 2.4m 1-53 KPA + = 100mm кра t = 17-3 kN/m³; t = 250mm; L = 3m -1.9 kPa Case; 1.2DL + 1.6LL
Transcribed Image Text:SITUATION 1 FOR WALLS -Clay brick 100mm 1.87 kPa Floor Finish -cement Slab - conc Conciete Ly one way Occupancy use Load h = 2.4m 1-53 KPA + = 100mm кра t = 17-3 kN/m³; t = 250mm; L = 3m -1.9 kPa Case; 1.2DL + 1.6LL
Given the beam below. 1. Determine the support reactions. 2. Determine the maximum shear and maximum moment. 3. Sketch the shear and moment diagram. 1.00 m 3.00 m 1.00 m 2.00 m 10 kN/m 2.00 m 1.00 m 3.00 m 1.00 m
Transcribed Image Text:Given the beam below. 1. Determine the support reactions. 2. Determine the maximum shear and maximum moment. 3. Sketch the shear and moment diagram. 1.00 m 3.00 m 1.00 m 2.00 m 10 kN/m 2.00 m 1.00 m 3.00 m 1.00 m
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