The wide-flange shape has dimensions of b; - 7.85 in, t - 0.7 in., d- 18.7 in., and tw - 0.5 in. A vertical shear force of V- 52000 Ib acts on the cross section. Determine the shear flow magnitude and the shear stress magnitude that acts in the shape: (a) at section 1-1. (b) at section 2-2. (c) at section 3-3 where a - 2 in.

The wide-flange shape has dimensions of b; - 7.85 in, t - 0.7 in., d- 18.7 in., and tw - 0.5 in. A vertical shear force of V- 52000 Ib acts on the cross section. Determine the shear flow magnitude and the shear stress magnitude that acts in the shape: (a) at section 1-1. (b) at section 2-2. (c) at section 3-3 where a - 2 in.

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

Determine maximum shear stress
1. Given the values of the load L and FR-R-R dimension R, for what value of the couple M will the force in link CH be equal to 10 kN, compressive? Note that R = 2m andL = 50 kN. в м 2R- Given: (figure); R = 2m, L = 50kN Required: M so that FCH %3D 10 kN, C 7,
Problem 2 Knowing that each of the shafts AB, BC, and CD below consist of a solid circular rod, determine the maximum shear stress in each shaft. 60 N - m 144 N. m. D 48 N- m dcp= 21 mm %3D C dBc = 18 mm B dAB = 15 mm A %3D
Two C 310 x 37 channels are riveted together by pairs of 16 mm rivets spaced 180 mm apart along the length of the beam. What ma ximum vertical shear V can be applied to the section without exceeding the allowable stress: T = 115 MPa, in bearing use j P of 240 MPa for rivets in single shear and o 310 MPa for rivets in double shear. H
225 P- 8 P- 10 9 18 2 (m) A50 n0 150 im)
Determine the location of the shear center for the following section. Determine the shear stress at point A, if a 20 kN (downwards) shear load is applied at the shear center. Given: h1 = 25 mm h = 100 mm b = 50 mm Thickness = 4 mm. V ke- A |▬▬b▬|| h₁
! Required information For the beam and loading shown, consider section n-n. Given: P= 155 kN. a 72 mm 450 mm 72 mm 72 mm t=6 mm 600 mm 192 mm Determine the largest shearing stress in that section. MPа. The largest shearing stress is
Determine the maximum shear stress in the T-beam at section C. 150 mm 10 kN/m 150 mm|30 mm E30 mm 3 m +1.5 m--1.5 m-
SITUATION. Determine the normal and shear stress on the cut section at a-a if the cross-sectional area is 1200 sq mm. 3 m 600 kN 400 kN a 4 m a В
Determine the maximum shear stress in the T-beam at point C. 150 mm 10 kN/m T 150 mm 30 mm |C --30 mm 5m +₁. 3 m- -1.5 m-1.5 m- A B
The shear capacity v if a steel wide flange section, 600 mm deep whose web is 9 mm thick, is closest to : (assume Fy = 200 MPa) The steel pipe is filled with concrete and subjected to a compressive force of 75 kN. Determine the average normal stress in the concrete due to this loading. The pipe has an outer diameter of 60 mm and an inner diameter of 50 mm. E_s=200 GPa, E_c=24 GPa
A bar is supported by pins at B and A. If x is one meter and w is 12 kN/m determine the diameter of the pins required. The failure shear stress for the pins is 250 MPa and a Factor of Safety of 2.0 is required. Assume the pin at B only supports a vertical reaction on the bar. Also based on the pin diameters calculated, determine the additional downward load P at the right end that could be added if the FOS is reduced to 1.5 A, B 2 m 2 m