5. A part of robotic link is shown below and links are designed with yoke. Two links are joined by a Hinge pin and each side is supporting a load of P= 14 kips. Consider that the shearing stress of the pin is 12 ksi and bearing stress is 20 ksi, find the diameter of the pin and the minimum thickness of the link's yoke.

5. A part of robotic link is shown below and links are designed with yoke. Two links are joined by a Hinge pin and each side is supporting a load of P= 14 kips. Consider that the shearing stress of the pin is 12 ksi and bearing stress is 20 ksi, find the diameter of the pin and the minimum thickness of the link's yoke.

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

Please provide detailed solution, 100%guarantee to vote it up. Thank you. ( a ) r = ? m ( b ) r = ? m
The steel tie bar shown in Figure 2 is to be designed to carry a tensile force of magnitude P = 30 kips whenbolted between double brackets at A and B. the bar will be fabricated from 0.5* ? inches thick plate. Forthe grade of steel to be used, the maximum allowable stresses are: Normal stress = σn = 25 ksi, Bearingstress = σb = 55 ksi and Shearing stress = τ = 4.5* ? ksi. Solve for the values of (a) the diameter d of thebolt, (b) the dimension b at each end of the bar and (c) the dimension h of the bar.
Using the CREMONA method, determine the forces and types of stress in the bars and analyze them.
Activity 3 Questions WHAT'S YOUR SCORE? Two forces, each of magnitude P, are applied to the wrench. The diameter of the steel shaft AB is 15 mm. Determine the largest allowable value of P if the shear stress in the shaft is not to exceed 120 MPa and its angle of twist is limited to 5º. Use G = 80 GPa for steel. (Note: Two values of P are to be compared here). 300 mm 500 mm
please recheck your final answer.
The wide-flange pinned-end column shown in the figure carries two loads, a force acting at the centroid P₁ = 450kN and a force P₂ = 270kN acting at distance s = 100 mm, from the centroid. The column is an HE 240B shape with L = 4.2m, E = 200 GPa, and Oy = 290 MPa. (a) What is the maximum compressive stress in the column?
a) Two bars of different size form a pin-connected frame that supports a Load 'P' at point A as shown in the Fig. 3. What safe load P (kN) can be applied if the allowable stress of 120 MPa is not to be exceeded? Assume buckling has been prevented. Allowable stress is based on a factor of safety of 2.0. Cross sectional area of the rods AB and AC are given in the adjacent table as per last digit of Roll number. What is the failure load? Last digit of Area of AB | Area of AC Roll No. 1, 2, 4 & 7 200 mm 230 mm“ 3, 6 & 8 160 mm- 190 mm² 5, 9 & 0 180 mm 210 mm 2400 1600 Fig. 3 b) Two square bars are of equal length but have different size as shown in Fig. 4. Compare the maximum stress in the two bars if they are to receive the same input of energy from axial load. Given, m = (2 + last digit of your roll number). 2a 5.x m.x Fig. 4 last digit of roll=1
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
2. Member AB shown in the figure supports a 5 N/mm uniformly distributed load and 4kN concentrated load as shown in the figure. Determine the position x of these loads so that the average tensile stress in the tie rod AC is equal to 90% of the compressive stress at the smooth support B. The rod has a diameter of 19 mm and the contact area at is 700mm². (Hint: quadratic formula) B A X 5 N/mm 4 kN 300mm B
For the beam shown in Figure (1), determine: a) The stresses in rods AB and BC. The cross-sectional area of rod AB is 155 mm2, and for BC is 200 mm?. b) The average shear stress in bolt at pin A. 1500 N S5 15 m 600 N/mt m- -3 m- Figure (1)
NEED IN 10 MINUTES PLEASE THANK YOU
SIR, PLS GIVE ME PROPER AND CORRECT SOLUTION WITH DETAIL. THANKS