.Draw the correct load distribution on the framing plan, 2. Solve for the reactions and shear and moment diagrams of all beams (no need to draw beams without loadings. i.e., AD, DG, GJ). Assume pin connection at the columns. Indicate the values for maximum shear, positive moments & negative moments

.Draw the correct load distribution on the framing plan, 2. Solve for the reactions and shear and moment diagrams of all beams (no need to draw beams without loadings. i.e., AD, DG, GJ). Assume pin connection at the columns. Indicate the values for maximum shear, positive moments & negative moments

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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Concept explainers

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.

Question

1. Draw the correct load distribution on the framing plan,
2. Solve for the reactions and shear and moment diagrams of all beams (no need to draw
beams without loadings. i.e., AD, DG, GJ). Assume pin connection at the columns. Indicate the
values for maximum shear, positive moments & negative moments
Assume that p = 7 kPa
3.0m
4.0m
4.0m
A
D
G
(You may use simplified
method / equivalent uniform
load)
9.0m
B
E
H
K
4.0m
C
LL

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Step 1: Given

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Step 2: Classification of slab

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Step 3: Load transfer from slab to beam

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Step 4: Loading on beam

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Step 5: Analysis of beam

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Step 6: Fixed end moment and Determination of distribution factor

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Step 7: Moment distribution table

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Step 8: Freebody diagram

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Step 9: Shear force and Bending moment diagram

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