The rectangular bar shown is connected to a support bracket with a 16 mm diameter pin. The width of the rectangular bar is 60 mm and its thickness is 25 mm. The bearing stress in the bar cannot exceed 200 MPa. Determine the maximum value of Pmax that can be supported based solely on consideration of the bearing stress in the bar. Note: This question is not asking about any stresses in the support bracket.just bearing stress in the rectangular bar. Rectangular bar Support - bracket

The rectangular bar shown is connected to a support bracket with a 16 mm diameter pin. The width of the rectangular bar is 60 mm and its thickness is 25 mm. The bearing stress in the bar cannot exceed 200 MPa. Determine the maximum value of Pmax that can be supported based solely on consideration of the bearing stress in the bar. Note: This question is not asking about any stresses in the support bracket.just bearing stress in the rectangular bar. Rectangular bar Support - bracket

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

SIMPLE STRESSES 340 mm 3. Two plates are connected by bolts as shown in the figure. Compute the maximum force F that can be applied to the plates. The allowable axial stress of each plate is 150 Mpa. The allowable shear stress of each bolt is 50 MPa. The diameter of each bolt is 16 F F 150 mm 啡 F mm. 50 mm 340 mm
The general stress element shown is loaded such that o = 20 MPa, oy = -20 MPa, Txy = 10 MPa. What is the max dy 1 xy 70x
Question: A 12 mm thick plate is connected to two 8 mm thick plates, on either side through a 16 mm diameter power driven field rivet as shown in the figure below. Assuming permissible shear stress as 9- MPa and permissible bearing stress as 270 MPa in the rivet, the rivet value of the joint is P/2 - F 8 mm 8 mm ↓ 12 mm P
A plate is connected to another plate via 20 mm diameter rivets. It carries a load of P=155 kN at a distance of (155+67) mm from the rivet group's centroid. Assume a = 131 mm. (Hint: There is no NSCP involved; therefore, load factors are omitted.) Identify the following: 1. Shear stress (kPa) on each rivet due to force alone?2. Shear stress (kPa) on each rivet due to torsion alone?3. Shear stress (kPa) on the highly stressed rivet
2. The bronze bar 3 m long with a cross-sectional area of 350mm2 is placed between two rigid walls. At a temperature of -20 oC, there is a gap of 2.2 mm. Find the temperature atwhich the compressive stress in the bar will be 30 MPa ifthe bar will experience:a. No tensile.b. With an tensile of 5,000 N.Use α = 18.0 x 10-6 /oC and E = 80 GPa.
A simple pin-connected truss is loaded and supported as shown. The load Pis 240 kN. All members of the truss are aluminum pipes that have an outside diameter of 130 mm and a wall thickness of 14 mm. Determine the normal stress in each truss member. Assume truss dimensions of a = 10 m, b = 6.25 m, and c= 5 m. Tensile stress is positive, while compressive stress is negative. b D Answer: OAB 11 JAC OBC= OBD = OCD = i M M a B MPa MPa MPa MPa MPa
Determine the normal stress (in Mpa) in member AB of the truss shown if it is made up of a 14-mm-square bar of alloy and the load P is 21.53 kN. Express your answer in two decimal places.
2. Determine the normal stress in members DF, GH, and GI in the truss shown. The cross- sectional area of each member is 900 mm?. Indicate whether the stresses are tensile (T) or compressive (C). Use 2 decimal places in every solved value. 5 kN A 2 kN 3 kN C E F H K 2 т 2 m
A cast iron beam is of I– section as shown in Figure (3). The beam is simply supported on a span of 5 m. If the tensile stress is not to exceed 20 N/mm2, find the safe uniformly load which the beam can carry. Find also the maximum compressive stress. -80 mm- 20 mm 169.34 mm 200 mm 20 mm N 90.66 mm 40 mm 160 mm Figure (3)
Two plate are joint by five rivets of 20 mm diameter. What is the shear stress in the material if the shear forces is 18840 N O 12 N/mm2 O 20 N/mm2 O 15 N/mm2
Consider the singly reinforced beam section given below (left figure). The stress block parameters for the cross-section from IS: 456: 2000 are also given below (right figure). The moment of resistance for the given section by the limit state method is kN-m. 300 mm M25 4-120 Fe415 200 mm 0.42x 0.36 um = 0.48d for Fe415
Part 2 * Your answer is incorrect. The z-component of momemt M will cause compression at A and B, and tension at C and D. The y-component of moment M will cause compression at A and D, and tension at B and C. The maximum tensile bending stress will occur at point C. Calculate the magnitude of the largest bending moment that can be applied so that the stress at corner C does not exceed 205 MPa. Answer: M- eTextbook and Media Save for Later Part 3 8.31E1 Answer: M-i The z-component of moment M will cause compression at A and B, and tension at C and D. The y-component of moment M will cause compression at A and D, and tension at B and C. The maximum compressive bending stress will occur at point A. Calculate the magnitude of the largest bending moment that can be applied so that the stress at corner A does not exceed 205 MPa. eTextbook and Media Save for Later Part 4 kN-m * Your answer is incorrect. kN-m Submit Answer Determine the maximum bending moment that can be applied to this cross…