The bracket shown carries an eccentric load P at an eccentricity e=400mm. The column and bracket are A36 ste Diameter of bolt is 22mm in standard holes. Assume that the column flange and the bracket are thick enough tha single shear in the bolts ill control. Shear capacity of one bolt is 45KN. a. Determine the polar moment of Inertia of the bolt group b. Determine the maximum load P that the bolted connection can support. C. Determine the direct load carried by the most critical bolt d. Determine the load due to moment carried by the most critical bolt. e = 400 mm 75 15 75 75 70 70

The bracket shown carries an eccentric load P at an eccentricity e=400mm. The column and bracket are A36 ste Diameter of bolt is 22mm in standard holes. Assume that the column flange and the bracket are thick enough tha single shear in the bolts ill control. Shear capacity of one bolt is 45KN. a. Determine the polar moment of Inertia of the bolt group b. Determine the maximum load P that the bolted connection can support. C. Determine the direct load carried by the most critical bolt d. Determine the load due to moment carried by the most critical bolt. e = 400 mm 75 15 75 75 70 70

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

Higher Order L.D.E (D3+6D2+5D-12)y=0
10 kN 10KN 10KN 3m 3n 3m 16 13 SOLVE FOR THE FORCES MEMBERS CF AND EH USING THE MGTHOD OF JolNTS, NDICATE IF IT Is A TENSION OR A Com PRESSION MEMBER.
J 6 The cast iron bearing seat in the picture is bolted to the steel beam of the ceiling bracket and supports the gravity load. Use M20 coarse thread ISO class 8.8 bolts with a thickness of 3.4 mm The steel washers are placed under the bolt head and nut. The flange of this bracket is 20 mm thick, the shaft The elastic modulus of the bearing is 135 GPa. (a) Assuming this is a permanent joint and the fasteners are lubricated when assembled, find the required wrench torque. (b) If the gravity load is 15 kN, try to find the load factor n of the design.
1- The bolted type connection will be used to assemble the given steel members. Determine the safe load that a single turned bolt can carry. Consider only the effect of shear stresses. (St-37, H) t= 20 # ##* JL 90.90.9 40 50 315 9,96 t 9,04 t 9,40 t 9,70 t
The bearing-type-in. A325 bolts of the connection of Fig. have an al- lowable strength = (0.6)(30) = 18 k. Locate the instantaneous center of rota- tion of the connection, using the trial-and-error procedure, and determine the value of P. O O -5 in. F O +3 in. O P 6 in.
Determine the maximum factored load P, that can be carried by the connection shown in the Figure P7. 1. The weld is 6 mm fillet weld. All structural steel is A36. E70 electrode is used
Complete solution pls
Problem 8: Determine the location ỹ of the centroidal axis i – i of the beam's cross-sectional area. Neglect the size of the corner welds at A and B for the calculation. -150 mm 15 mm B 150 mm -15 mm 50 mm
3.6-5 Choose a pipe to be used as a tension member to resist a service dead load of 10 kips and a service live load of 25 kips. The ends will be connected by welding completely around the circumference of the pipe. The length is 8 feet. a. Use LRFD. b. Use ASD.
• Compute the available block shear strength of the connection based on the KN. (Diameter of hole is 20mm, ST37 steel is used, and thickness of plate is 7.5mm) 2@75 mm 3@75 mm
I am ok with parts a) and c) but regarding the part b) I think we should mention the number of loops so the equation should be : SI = ext + int - releases = react. - (3 equ) + (3 equ) ( nb of loops) - releases ( no hinges here )= (4) - (3) + (3)(1) - 0 = 4h degree and if I used the simple method, I brake the frame into 2 membersso r= 2+2+3+3=10 n= 2 membersso r> 3n by 4 degree Does it make sense?