PROBLEM SET. 8 BEAM 1. IN THE SIMPLY SUPPORTED, SHOWN BELOW, DETERMINE THE VERTICAL MOVEMENT OF POINT B. LOCATION AND MAGNITUDE OF THE MAXIMUM DEFLECTION, AND THE VALUE OF MID-SPAN DEFLECTION. TAKE E = 9.80 GPa AND A 120mm X 240 mm CROSS SECTION OF TIYE BEAM. 12 kN 10 kN/m 1.00 m B 1.20m 1.80 m 4.00 m 2. EVALUATE VALUES OF GA, α, AND GA₂be IN THE BEAM SHOWN BELOW. L, GARBE 20kN 18kN/m 16KN 0.50 1.00m Joom 4.00m 1.50m 1050

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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PROBLEM SET. 8
BEAM
1. IN THE SIMPLY SUPPORTED, SHOWN BELOW, DETERMINE THE VERTICAL MOVEMENT
OF POINT B. LOCATION AND MAGNITUDE OF THE MAXIMUM DEFLECTION, AND
THE VALUE OF MID-SPAN DEFLECTION. TAKE E = 9.80 GPa AND A 120mm X
240 mm CROSS SECTION OF TIYE BEAM.
12 kN
10 kN/m
1.00 m
B
1.20m
1.80 m
4.00 m
2. EVALUATE VALUES OF GA, α, AND GA₂be IN THE BEAM SHOWN BELOW.
L,
GARBE
20kN
18kN/m
16KN
0.50
1.00m Joom
4.00m
1.50m
1050
Transcribed Image Text:PROBLEM SET. 8 BEAM 1. IN THE SIMPLY SUPPORTED, SHOWN BELOW, DETERMINE THE VERTICAL MOVEMENT OF POINT B. LOCATION AND MAGNITUDE OF THE MAXIMUM DEFLECTION, AND THE VALUE OF MID-SPAN DEFLECTION. TAKE E = 9.80 GPa AND A 120mm X 240 mm CROSS SECTION OF TIYE BEAM. 12 kN 10 kN/m 1.00 m B 1.20m 1.80 m 4.00 m 2. EVALUATE VALUES OF GA, α, AND GA₂be IN THE BEAM SHOWN BELOW. L, GARBE 20kN 18kN/m 16KN 0.50 1.00m Joom 4.00m 1.50m 1050
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