Review Problem 4.8Take that L = 13 ft.(Figure 1)Figure 1of 1L800 lb/ftL>BPart AReplace the distributed loading by an equivalent resultant force.Express your answer to three significant figures and include the appropriate units.FR =Submitx =SubmitValue kipμÀPart BSpecify the location of FR on the beam, measured from the pin at C.Express your answer to three significant figures and include the appropriate units.0μᾶValueMy Answers Give UpftMy Answers Give Up??Provide Feedback Continue

Given : L = 13 ft To FInd : FR and X ?

Review Problem 4.8 Take that L = 13 ft. (Figure 1) Figure 1 of 1 Part A Replace the distributed loading by an equivalent resultant force. Express your answer to three significant figures and include the appropriate units. FR = Submit O μA Value kip My Answers Give Up ? Part B Specify the location of FR on the beam, measured from the pin at C. Express your answer to three significant figures and include the appropriate units.

Review Problem 4.8 Take that L = 13 ft. (Figure 1) Figure 1 of 1 Part A Replace the distributed loading by an equivalent resultant force. Express your answer to three significant figures and include the appropriate units. FR = Submit O μA Value kip My Answers Give Up ? Part B Specify the location of FR on the beam, measured from the pin at C. Express your answer to three significant figures and include the appropriate units.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The beam is supporting a distributed load of w = 1200 lb/ft. b. 60. 3 ft 30 6ft Part A Determine the magnitudes of the resultant internal loadings acting on section b-b through the centroid C on the beam. Express your answers, separated by commas, to three significant figures. vec ? Vab =, Nob =, Mpb %3D kip, kip, kip-ft
Find the FBC and FAC if BC is tension and find FBC and FAC if BC is compression force. Answers with variables are expected considering no value for h.
i need the answer quickly
Mechanics of deformable bodies. Two decimal places.
#2 will upvote anyone who will answer correctly. Please use correct number of decimal places.
Topic: TORQUE
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 4 m, b = 3 m, PB = 60 kN, Pc = 85 kN, and PE = 25 kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. A Ay Answer: Ay a = a PB Mo B PB a Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) B Pc a b Pc D b D a Dy a PE kN, Dy= E PE X E X kN.
A horizontal force of P = 50 kN is applied to joint C as shown in (Figure 1). Each pin has a diameter of 25 mm and is subjected to double shear Figure 1.5 m 2m Part A Determine the maximum average shear stress in pin A of the truss. Express your answer to three significant figures and include the appropriate units. (Tavg) A = Submit HA Value 4 d Units Previous Answers Request Answer F ? X Incorrect; Try Again; 5 attempts remaining Check that you have converted between SI units correctly. D
Part A The beam is subjected to a uniform dead load of 1.4 kN/m and a single live load of F = 35 kN . Assume A is a pin, and B is a roller. Follow the sign convention. (Figure 1) Determine the maximum bending moment created by these loads at C. Express your answer to three significant figures and include the appropriate units. (Mc)max = 130 kN-m Submit Previous Answers Correct Correct answer is shown. Your answer 130.2 kN.m was either rounded differently or required for this part. Part B Determine the maximum positive shear at C. Express your answer to three significant figures and include the appropriate units. Figure 1 of 1 (Vc)max = Value Units 6 m 6 m Submit Previous Answers Request Answer X Incorrect; Try Again; 3 attempts remaining