und beam is subjected to a uniform dead load of and a uniform live load of 285 lb/ft. Assume B is a pin roller. Follow the sign convention. (Eigure 1) - 5 ft B 5 ft D 5 ft 1 of 1 > C Part A Determine the negative bending moment at A with the maximum magnitude. Express your answer using three significant figures. (MA)max(-) = Submit Part B ΨΠ ΑΣΦ Request Answer (VD) max(+)= ↓↑ Determine the maximum positive shear at D. Express your answer using three significant figures. —— ΑΣΦ Submit Request Answer vec vec ? ? k.ft lb

und beam is subjected to a uniform dead load of and a uniform live load of 285 lb/ft. Assume B is a pin roller. Follow the sign convention. (Eigure 1) - 5 ft B 5 ft D 5 ft 1 of 1 > C Part A Determine the negative bending moment at A with the maximum magnitude. Express your answer using three significant figures. (MA)max(-) = Submit Part B ΨΠ ΑΣΦ Request Answer (VD) max(+)= ↓↑ Determine the maximum positive shear at D. Express your answer using three significant figures. —— ΑΣΦ Submit Request Answer vec vec ? ? k.ft lb

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 cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1860 in.“]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 180 kip-ft, P = 12 kips, LAB = 3.8 ft, LBC = 5.7 ft. MA A B LAB LBC Answer: (a) VA = in. (b) VB = in.
Hide bla Clear my choice A rigid beam is supported by a pin at A and two metallic wires at B and C. Determine the force P that causes the point C to displace downward by 0.3 mm. Given: E (wire B) = 70 Gpa, E (wire C) = 200 Gpa and both wires have a diameter D = 4 mm. Consider a linear elastic behavior. |-1 2 m 1.5 m A 3 m 2 m 2 m Select one: 11:49 PM A G d) ENG B
Vertical load is applied to point B of a 10 mm radius cylindrical bar as shown in the figure. Calculate the shear stress occurring at point D.
Determine the force (written as a vector) which BC exerts on member AB (a) if the 800-N load is applied to the center of member AB, and (b) if the 800-N load is applied to the center of member BC. 800 N A 1.1 m 1.1 m B 32 L. Answer: (a) F -( i i+ i j)N (b) F-( i i+ i i) N
Note:hand written solution should be avoided.
J- A distributed load op w (kulm) is applied over the entire tength OF a simply supported beam Gm long . The beam section is as shown. Determine the maximum value OF w iF Of Ś 1OMP , and yE 800KP. 80 mm X 200 mm 360mm 200mm
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1780 in.“]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 230 kip-ft, P = 24 kips, LAB = 5.2 ft, LBc = 7.8 ft. %3D MA A В C LAB LBC
The A-36 steel bar AB has a square cross section. Figure 1.5 in. 30° -10 ft B 1.5 in. 1.5 in. 1 of 1 > Part A If it is pin connected at its ends, determine the maximum allowable load P that can be applied to the frame. Use a factor of safety with respect to buckling of 2.07. (Figure 1) Express your answer with the appropriate units. ? μA P = Value Units Submit Next Provide Feedback Request Answer
The solid 34 mm diameter steel [E = 200 GPa] shaft supports two belt pulleys. For the loading shown, determine: (a) the shaft deflection at pulley B. (b) the shaft deflection at pulley C. Assume P = 810 N, Q = 480 N, LAB = 260 mm, LBC = 400 mm
Read the question carefully and give me right solution with clear calculations
Determine the internal normal force and shear force, and the bending moment in the beam at points Cand D. Assume the support at B is a roller. Point Cis located just to the right of the load P which is equal to 78.1N. Report the Bending moment in the beam at point D (Mp) here in Moodle. NB: • FBDS are required • Your answer should contain ALL the necessary steps
AWTHE FIGURE. DVIDE COMPLETE SOLUTION. T FOLLOWING INSTRUCTION VWILL GET ZERO, cermine the reaction at supports and compute the force in members: ca, cd, and cf u may use any method.) ulate your final answers: MBER// FORCE, KN/ COMPRESSION OR TESNSION 5m 30 40KN 5m 5m 6m Show all 99