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PROBLEM SET C 1. IN THE SIMPLY SUPPORAD DEM SHOWN BELOW, DETERMINE THE VENICAL MOVEMENT OF POINT C. DETERMINE ALSO THE LOCATION AND MAGNITUDE OF THE MAXIMUM DEFLECTION AND THE MID-SPAN DEFLECTION. TAKE E = 9.80 APR AND X 240 mm BEAM CROSS SECTION. A 100mm 18 KN 15kX 10kN/m B 0.50 1.00m 4.00 m 2. EVALUATE VALUES OF GA,Q, AND S 18 kN/m 1.50 M 1.00 m Arby IN THE BEAM SHOWN BELOW. w 20kN 206N A D D E f 10.50 1.00 m 3.50 m 1.00m 10.50 10.50 10.50 1.50m

PROBLEM SET C 1. IN THE SIMPLY SUPPORAD DEM SHOWN BELOW, DETERMINE THE VENICAL MOVEMENT OF POINT C. DETERMINE ALSO THE LOCATION AND MAGNITUDE OF THE MAXIMUM DEFLECTION AND THE MID-SPAN DEFLECTION. TAKE E = 9.80 APR AND X 240 mm BEAM CROSS SECTION. A 100mm 18 KN 15kX 10kN/m B 0.50 1.00m 4.00 m 2. EVALUATE VALUES OF GA,Q, AND S 18 kN/m 1.50 M 1.00 m Arby IN THE BEAM SHOWN BELOW. w 20kN 206N A D D E f 10.50 1.00 m 3.50 m 1.00m 10.50 10.50 10.50 1.50m

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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PROBLEM SET C 1. IN THE SIMPLY SUPPORAD DEM SHOWN BELOW, DETERMINE THE VENICAL MOVEMENT OF POINT C. DETERMINE ALSO THE LOCATION AND MAGNITUDE OF THE MAXIMUM DEFLECTION AND THE MID-SPAN DEFLECTION. TAKE E = 9.80 APR AND X 240 mm BEAM CROSS SECTION. A 100mm 18 KN 15kX 10kN/m B 0.50 1.00m 4.00 m 2. EVALUATE VALUES OF GA,Q, AND S 18 kN/m 1.50 M 1.00 m Arby IN THE BEAM SHOWN BELOW. w 20kN 206N A D D E f 10.50 1.00 m 3.50 m 1.00m 10.50 10.50 10.50 1.50m
Transcribed Image Text:PROBLEM SET C 1. IN THE SIMPLY SUPPORAD DEM SHOWN BELOW, DETERMINE THE VENICAL MOVEMENT OF POINT C. DETERMINE ALSO THE LOCATION AND MAGNITUDE OF THE MAXIMUM DEFLECTION AND THE MID-SPAN DEFLECTION. TAKE E = 9.80 APR AND X 240 mm BEAM CROSS SECTION. A 100mm 18 KN 15kX 10kN/m B 0.50 1.00m 4.00 m 2. EVALUATE VALUES OF GA,Q, AND S 18 kN/m 1.50 M 1.00 m Arby IN THE BEAM SHOWN BELOW. w 20kN 206N A D D E f 10.50 1.00 m 3.50 m 1.00m 10.50 10.50 10.50 1.50m
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