100 kN 300 kN-m 2EI El 6 m- 3 m TOS-003
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:100 kN
300 kN-m
2EI
El
A
6 m
3 m-
TOS-003
20 kN/m
150 kN
4 m
VA
1.50 m+1.50 m
5 m
TOS-004
B.
Transcribed Image Text:PROBLEM 3
For the beam shown in TOS-003, if I = 500 x 10*6 mm^4 and E = 70 GPa, calculate
the slope at B in degrees.
PROBLEM 4
For the frame shown in TOS-004, if E = 200 GPa and I = 500 x 10°6 mm^4 calculate
the vertical displacement at joint B. El is constant.
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