The 42 foot long overhanging beam shown is supported by a pin at A and a roller at C. The beam supports a point load of 42 kips at point B. Determine the slope at pin A, deflection at point B, and the slope and deflection at point D. Modulus of Elasticity, E = 10,000ksi, Moment of Inertia, I = 2500in4.Let slope and deflection be functions of x, with x positive to the right. Om ang g caT VI CIO nPPOTcd Uy ImI an Uports a 42 kips load at Point B (midway between Pin A and Roller C).at Pin A (0A), the deflection at Point B (AB), the slope at Point D Cat Point D (AD). The beam has the following properties: E 10,0042k15FT15r12 FTer beam shown below has length L, and a fixed support at the left eniformly distributed load (w) at the free end. The distributed loafrom the fixed end. Determine the formulas for formulas for 0of the cantilever beam. [Note: Just like the formulas inside thefunction of w L a Eand I.1.+hese fo ues. he

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Answered: Om ang g caT VI CIO nPPOTcd Uy ImI an U…

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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The 42 foot long overhanging beam shown is supported by a pin at A and a roller at C. The beam supports a point load of 42 kips at point B. Determine the slope at pin A, deflection at point B, and the slope and deflection at point D. Modulus of Elasticity, E = 10,000ksi, Moment of Inertia, I = 2500in⁴.

Let slope and deflection be functions of x, with x positive to the right.

Om ang g caT VI CIO nPPOTcd Uy ImI an U
ports a 42 kips load at Point B (midway between Pin A and Roller C).
at Pin A (0A), the deflection at Point B (AB), the slope at Point D C
at Point D (AD). The beam has the following properties: E 10,00
42k
15FT
15r
12 FT
er beam shown below has length L, and a fixed support at the left e
niformly distributed load (w) at the free end. The distributed loa
from the fixed end. Determine the formulas for formulas for 0
of the cantilever beam. [Note: Just like the formulas inside the
function of w L a Eand I.1.
+hese fo ues. he

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