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

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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