2. USE CONJUGATE BEAM METHOD.For the beam shown, determine the following:a. Slope at point A in degrees.b. Slope at point B in degrees.c. Maximum Deflection.Use EI - 165,000KN-m30 kN15 kN/mBC10 m4 m

Given, Span of the beam =14m We need to calculate, Slope at A Slope at B Maximum deflection..

Answered: 2. USE CONJUGATE BEAM METHOD. For the…

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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determine the deflection at C in mm using Conjugate Beam Method. Consider 150 mm x 200 (b x h) mm section and E=80 GPa. Enter the absolute value only and round off your answer to 3 decimal places answer asap. a = 2.5 m, b 27.3 kN/m, c 23 kN. kN b kN/m BỊ 4 m 3 m
Show your complete solution. Need ASAP. Thank you.
Show clear and full solutions. Use VIRTUAL WORK METHOD to answer the question(s). A cantilever steel shed is shown in the figure with different forces. Find the minimum value for I in order for the vertical deflection at C limited to 25 mm.
1.5 k/ft 30 k B -6 ft+4 ft-5a- El = constant E= 1,500 ksi 1= 20,000 in. Determine the maximum deflection Integration Method.
For the cantilever steel beam [E = 210 GPa; / = 145 × 106 mm“), use the double-integration method to determine the deflection va at A. Assume L = 1.6 m, P = 56 kN, and w = 32 kN/m. L Answer: VA = 3.3718 mm.
Your answer is incorrect. For the cantilever steel beam [E = 190 GPa; I= 113 x 106 mm4), use the double-integration method to determine the deflection VA at A. Assume L = 2.3 m, P = 51 kN, and w = 28 kN/m. В L Answer: VA = 17.2 or 14.195| mm.
determine the deflection at midspan of the beam in mm using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places
PLEASE ANSWER IN 20 MINS, THANKYOU
Using Double Interation Method, determine the deflection of beam at a distance of 7.0 meters from theleft support (R1) if EI is constant.
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Situation 2 Using double integration method, determine the slope and deflection at the free end of the cantilever beam shown. Use L = 12 m, E 200 GPa, and I = 240x10 mm². a = 4 m qo= 10.5 kN/m saira EI a L-a
For the cantilever steel beam [E = 190 GPa; I = 128 x 106 mm4), use the double-integration method to determine the deflection va at A. Assume L = 1.6 m, P = 45 kN, and w = 32 kN/m. В Answer: VA = mm.

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2. USE CONJUGATE BEAM METHOD. For the beam shown, determine the following: a. Slope at point A in degrees. b. Slope at point B in degrees. c. Maximum Deflection. Use EI = 165, 000KN-m 30 kN 15 kN/m B C 10 m 4 m