STRUCTURAL THEORY Show complete solution for better understanding In the frame shown in figure below 3 m 20 kN 5m 1. Compute for the reaction at D 17.5 KN 20 KN 15 KN 12.5 KN 2. Compute for the moment at AB 100 kN cw 100 kN ccw 15 kN -- 36.9 mm 32.8 mm 87.5 kN cw 87.5 kN ccw 3. Compute for the horizontal deflection at C 21.7 mm 25.8 mm 5m 8m El=constant E = 200 GPa /= 1200(10) mm*

STRUCTURAL THEORY Show complete solution for better understanding In the frame shown in figure below 3 m 20 kN 5m 1. Compute for the reaction at D 17.5 KN 20 KN 15 KN 12.5 KN 2. Compute for the moment at AB 100 kN cw 100 kN ccw 15 kN -- 36.9 mm 32.8 mm 87.5 kN cw 87.5 kN ccw 3. Compute for the horizontal deflection at C 21.7 mm 25.8 mm 5m 8m El=constant E = 200 GPa /= 1200(10) mm*

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

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

STRUCTURAL THEORY
Show complete solution for better understanding
In the frame shown in figure below
3 m
20 kN
5m
1. Compute for the reaction at D
17.5 KN
20 KN
15 KN
12.5 KN
2. Compute for the moment at AB
100 kN cw
100 kN ccw
15 kN
-|-
36.9 mm
32.8 mm
87.5 kN cw
87.5 kN ccw
3. Compute for the horizontal deflection at C
21.7 mm
25.8 mm
5m
8m
El=constant
E=200 GPa
/= 1200(10) mm*

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Step 1: State the given data

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Step 2: a. Determine the reaction force at D

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Step 3: Moment reaction at AB

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Step 4: Moment equation due to actual load

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Step 5: Moment equation due to horizontal virtual load at C

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Step 6: Horizontal deflection at C

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