For a bolted assembly with eight bolts, the stiffness of each bolt is kb 1.0 MN/mm and the stiffness of the members is km 2.6 MN/mm per bolt. The joint is subject to occasional dis- assembly for maintenance and should be preloaded accordingly. Assume the external load is equally distributed to all the bolts. It has been determined to use M6 x 1 class 5.8 bolts with rolled threads. (a) Determine the maximum external load Pmax that can be applied to the entire joint without exceeding the proof strength of the bolts. (b) Determine the maximum external load Pmax that can be applied to the entire joint without causing the members to come out of compression.

For a bolted assembly with eight bolts, the stiffness of each bolt is kb 1.0 MN/mm and the stiffness of the members is km 2.6 MN/mm per bolt. The joint is subject to occasional dis- assembly for maintenance and should be preloaded accordingly. Assume the external load is equally distributed to all the bolts. It has been determined to use M6 x 1 class 5.8 bolts with rolled threads. (a) Determine the maximum external load Pmax that can be applied to the entire joint without exceeding the proof strength of the bolts. (b) Determine the maximum external load Pmax that can be applied to the entire joint without causing the members to come out of compression.

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

cd efgh ij O klmn u op V 0 0 0 t Р What is the line for which the section will rupture in tension? All holes are the same diameter. m n j h d
Problem # 6.0 For the tension member shown, compute the tensile design strength. Weld -6" PL 4X6 A36 steel
need answer and how to solve thank you
For the bolted tension member is shown in the figure. Determine the effective area, Ae. Given, x = 1.68 inch, Ag = 5.75 inch?. (4)- S/8" A325N bolts L6 x 6 x 1/2 -Tu 3" 3" 3"
Please answer all the questions with a complete solution. thank you.
The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi, Fu = 58 ksi. The connection is with 9/8-inch-diameter bolts. -→| 20 |einetein | 21 | 6 spaces @2" t = 1/2 in. Compute the nominal strength based on the net section. (Express your answer to three significant figures.) P₁ = kips
Please solve with complete detailed solution. Thank you.
Please answer the questions with a complete solutions. Thank you.
PL 5/8 x 12 3/4-in-diameter bolts
Q14 What is the available tensile strength of a WT 20x74.5 made of A572 grade 50 steel? Use ASD, assume a shear lag factor (U) of 0.75, the connections are welded, and neglect block shear or other Chapter J requirements. Check both yielding and rupture. a) 800 kips b) 986 kips c) 533kips d) 656 kips
The tension member shown in Figure 3.4-2 is a PL 5/8 x 10, and the steel is A36. The bolts are 7/8-inch in diameter. a. Determine the design strength for LRFD. b. Determine the allowable strength for ASD. | 2" +|+| in seinefrinehich 9 оо SO
Give me right solution according to the question...