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
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 19P
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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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