1. Beam Diagram 27, CISC Handbook of Steel Construction, where w-uniformly distributed load. (a) Write the mathematic formulation for the overhanging span (where 0 < x≤ a) using 4th-order differential equation. A, from the span 0≤x≤1, given in the Beam Diagram, should be used to obtain the boundary conditions of the overhanging span at x₁-0. (b) Solve the differential equation for deflection Ax, ( . 27. BEAM OVERHANGING ONE SUPPORT RA 1+<+ M max 12- Shear Moment R UNIFORMLY DISTRIBUTED LOAD BETWEEN SUPPORTS Equivalent Tabular Load. R=V 1 WI ****** M max. (at center)....... My TRAV ORA 19TED TA 0404 OSTAL A max. (at center) A, A₁ wl 2 W *(1/2-x) w12 8 WX 2 (1-x) 5w/4 100 24 El w13x₁ 24 El MADD 384 El WX (13-2/x² + x³)

1. Beam Diagram 27, CISC Handbook of Steel Construction, where w-uniformly distributed load. (a) Write the mathematic formulation for the overhanging span (where 0 < x≤ a) using 4th-order differential equation. A, from the span 0≤x≤1, given in the Beam Diagram, should be used to obtain the boundary conditions of the overhanging span at x₁-0. (b) Solve the differential equation for deflection Ax, ( . 27. BEAM OVERHANGING ONE SUPPORT RA 1+<+ M max 12- Shear Moment R UNIFORMLY DISTRIBUTED LOAD BETWEEN SUPPORTS Equivalent Tabular Load. R=V 1 WI ****** M max. (at center)....... My TRAV ORA 19TED TA 0404 OSTAL A max. (at center) A, A₁ wl 2 W *(1/2-x) w12 8 WX 2 (1-x) 5w/4 100 24 El w13x₁ 24 El MADD 384 El WX (13-2/x² + x³)

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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STEEL DESIGN include free body diagram and detailed solution.
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