The simple span carries concentrated loads P and Q. RA 2 m PĮ 1m B 1.5 m RB с 1. If Q = 6 kN, what value of P (KN) should be applied to prevent deflection at C? 2. If P = 8 kN, what value of Q (kN) should be applied at the free end to prevent deflection at C? (Two Decimal Places) 3. If the deflection at the free end is 7 mm downwards, what should be the equal (KNO
The simple span carries concentrated loads P and Q. RA 2 m PĮ 1m B 1.5 m RB с 1. If Q = 6 kN, what value of P (KN) should be applied to prevent deflection at C? 2. If P = 8 kN, what value of Q (kN) should be applied at the free end to prevent deflection at C? (Two Decimal Places) 3. If the deflection at the free end is 7 mm downwards, what should be the equal (KNO
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The simple span carries concentrated loads
and Q.
RA
2 m
PĮ
1 m
B 1.5 m
RB
C
1. If Q = 6 kN, what value of P (KN) should be
applied to prevent deflection at C?
2. If P = 8 kN, what value of Q (KN) should be
applied at the free end to prevent deflection
at C? (Two Decimal Places)
3. If the deflection at the free end is 7 mm
downwards, what should be the equal
values of the two concentrated loads (KN)?
Use El = 24 x 10^12 N.mm^2. (Two
Decimal Places)
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