Consider beam KQDC ( El = 529 x 103 kN m2) as shown below. A 35.0-kN concentratedpoint load is applied at end K, while a uniformly distributed load with magnitudew is applied from point Q until point C. A 1.5-mm slot is placed at support K.KOI1.5mm+x35.0 kNKODQC4.0m4.0m4.0mStrictly using only the DOUBLE INTEGRATION METHOD as well as the given positivex-direction (left-to-right):a) Discuss in 2-4 sentences the determinacy of beam KQDC with the given supportconditions and loading. Expound on the significance of the slot placed at support K.b) Determine the minimum value of w such that the beam KQDC remains determinate.

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Consider beam KQDC ( El = 529 x 103 kN m2 ) as shown below. A 35.0-kN concentrated point load is applied at end K, while a uniformly distributed load with magnitude w is applied from point Q until point C. A 1.5-mm slot is placed at support K.

Consider beam KQDC ( El = 529 x 103 kN m2 ) as shown below. A 35.0-kN concentrated point load is applied at end K, while a uniformly distributed load with magnitude w is applied from point Q until point C. A 1.5-mm slot is placed at support K.

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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