Please help me find the correct solution for this DISTRIBUTED LOADS problem. Thank you! ASAP! For the beam and loading shown, determine the vertical reaction at A (Ib) provided that a=151, b=117, c=7 and d=4. Round off only on the final answerexpressed in 3 decimal places.a lb/ftb lb/ftAВd ft-c ft -

Answered: Image /qna-images/answer/aa1d2431-2ec1-4f0d-b4ff-bb01bda5fbe5.jpg

Answered: a lb/ft b lb/ft A В d ft - c ft–

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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For the beam and loading shown, determine the vertical reaction at A (lb) provided that a=190, b=104, c=10 and d=5. Round off only on the final answer expressed in 3 decimal places.
For the beam and loading shown, determine the vertical reaction at B (lb) provided that a=175, b=119, c=7 and d=4. Round off only on the final answer expressed in 3 decimal places.
For the beam and loading shown, determine the vertical reaction at A (Ib) provided that a=194, b=119, C=8 and d=5. Round off only on the final answer expressed in 3 decimal places.
For the beam and loading shown, determine the vertical reaction at B (Ib) provided that a=183, b=113, C=10 and d=5. Round off only on the final answer expressed in 3 decimal places.
Given the Statically Determinate Simple Beam as shown below withinternal hinged at Point B and additional external support at Point D (0.9 m fromPoint A). 10N/mDetermine the following:a.) The External Reaction at Point A.b.) The Internal Reaction at Point B.c.) The External Reaction at Point C.d.) The External Reaction at Point D. express in 3 decimal points
For the beam and loading shown, determine the magnitude of the vertical reaction at A (lb) provided that a=161, b=112 and c=7.1. Do not round off in any intermediate steps. Round off only on the final answer expressed in 3 decimal places.
The steel framework is used to support the 4-in. reinforced stone concrete slab that carries a uniform live loading of 400 lb/ft2. Sketch the loading that acts along members BE and FED. Set a = 6 ft, b = 18 ft. Hint: See Table 1.2.
Given the Statically Determinate Propped Beam as shown below withinternal hinged at Point B. The uniformly varying load is 10 N/m at Point C. Determine the following:a.) The Moment Reaction at Point A.b.) The External Reaction at Point A.c.) The Internal Reaction at Point B.d.) The External Reaction at Point C. NOTE: 3 DECIMAL PLACES
For the truss and loading shown, determine most economical cross-sectional area (in in2) of member DG, if P = 32411 lb, Q = 36684 lb, y = 5.95 ft, and the stress in the member is 8.7 ksi . Round off the final answer to three decimal places.
For the beam and loading shown, determine the tension in cable BC if P = 153.7, Q = 235.1, R = 379.7, S = 280.4, T = 108.1, a = 9.66, and b = 12.38. Round off only on the final answer expressed in 3 decimal places .
Find the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where w0 = 12 lb/in, w1 = 170 lb/ft, a = 5 ft, b = 9 ft, c = 12 ft
Question 3The beam AD is made of a solid steel bar. Determine the slope at point B. Use E =200 GPa

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