4.7-8 The frame shown in Figure P4.7-8 is unbraced, and bending is about the x-axis of the members. All beams are W18 x 35, and all columns are W10 × 54. 200 a. Determine the effective length factor K, for column AB. Do not consider the stiffness reduction factor. b. Determine the effective length factor K for column BC. Do not consider the stiffness reduction factor. X Cost 12 ★★★ 12' 12' 2U 221 # -20' C B A FIGURE P4.7-8 cior applicable to t -20' t bemus?

4.7-8 The frame shown in Figure P4.7-8 is unbraced, and bending is about the x-axis of the members. All beams are W18 x 35, and all columns are W10 × 54. 200 a. Determine the effective length factor K, for column AB. Do not consider the stiffness reduction factor. b. Determine the effective length factor K for column BC. Do not consider the stiffness reduction factor. X Cost 12 ★★★ 12' 12' 2U 221 # -20' C B A FIGURE P4.7-8 cior applicable to t -20' t bemus?

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 simply supported beam consists of a W21 × 44 structural steel wide-flange shape [E = 29,000 ksi; I = 843 in.4]. Assume that the support at D can provide resistance either up or down. For a loading of w = 7.8 kips/ft, determine:(a) the beam deflection vA at point A.(b) the beam deflection vC at point C.Assume LAB = 10 ft, LBC = 8 ft, LCD = 8 ft, LDE = 7 ft.
Explain how agency benefits of a transportation project is estimated? Use a toll highway project to outline your proposed method.
The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; I = 843 in.“1. Assume that the support at D can provide resistance either up or down. For a loading of w = 7.2 kips/ft, determine: (a) the beam deflection Va at point A. (b) the beam deflection vc at point C. Assume LAB = 11 ft, Lec = 6 ft, LcD = 6 ft, LDE = 5 ft. В D E LAB LBC LCD LDE Answers: (a) VA = 0.9 in. (b) vc = 0.5| in.
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1570 in.“]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 160 kip-ft, P = 10 kips, LAB = 9.0 ft, LBC = 13.5 ft. MA A В C LAB LBC Answer: (a) VA = in. (b) Ув in.
The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and C are stress-free. Ifa20-kip load is applied, determine the vertical displacement in the barat ?and C that will cause a stress in the rod at C to be 50ksi. Indicate the direction of movement. Use E=29x106psi for steel.(Provide FBD and movement diagramin your computation).
Compression member AB is used to hold up the 355 x 560-mm rectangular plate. If the compressive force in the member is 250 N for the position shown, determine the magnitude of the projection of this force (as it acts at point A) along diagonal OC. 355 136% 395 400 160 Answer: Foc= i 108 C B Dimensions in millimeters 145 N
In the Cantilever Beam Shown Below determine distance x and force P. Show FBD
What is the maximum diameter of aggregate in cm?
Hinge W B C D E Hinge 0.47 m 0.47 m 0.47 m 0.47 m 23 mm 14.7 mm A central beam BD is joined at hinges to two cantilever beams AB and DE. All beams have the cross section shown. For the loading shown, determine the largest w so that the deflection at C does not exceed 2.1 mm. Use E = 200 GPa.
X Your answer is incorrect. The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; I = 843 in.“]. Assume that the support at D can provide resistance %3D either up or down. For a loading of w = 5.4 kips/ft, determine: (a) the beam deflection vg at point A. (b) the beam deflection vc at point C. Assume LAB = 13 ft, LBc = 7 ft, LcD =7 ft, LDE = 6 ft. %3D A B E LAB LBC LcD LCD Lpe Answers: (a) VA = -0.65669 in. (b) vc = 0.024937 in.
Can you help me with my homeowrk?
The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; / = 843 in.4]. Assume that the support at D can provide resistance either up or down. For a loading of w = 5.7 kips/ft, determine: (a) the beam deflection VA at point A. (b) the beam deflection vc at point C. Assume LAB = 10 ft, LBC = 7 ft, LCD = 7 ft, LDE = 4 ft. W B Answers: (a) VA = (b) vc= LAB IN LBC D LCD in. in. LDE E