The bracket shown carries an eccentric load P at an eccentricity e=400mm. The column and bracket are A36 steel.Diameter of bolt is 22mm in standard holes. Assume that the column flange and the bracket are thick enough thatsingle shear in the bolts will control. Shear capacity of one bollt is 45kN.a. Determine the polar moment of Inertia of the bolt groupb. Determine the maximum load P that the bolted connection can support.c. Determine the direct load carried by the most critical boltd.Determine the load due to moment carried by the most critical bolt.7575175757517070e = 400 mm

Given data: Diameter of bolt, D=22 mm Eccentricity, e=400 mm

The bracket shown carries an eccentric load P at an eccentricity e-400mm. The column and bracket are A36 steel. Diameter of bolt is 22mm in standard holes. Assume that the column flange and the bracket are thick enough that single shear in the bolts will 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. 75 75 75 75 75 70 70 =400 mm

The bracket shown carries an eccentric load P at an eccentricity e-400mm. The column and bracket are A36 steel. Diameter of bolt is 22mm in standard holes. Assume that the column flange and the bracket are thick enough that single shear in the bolts will 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. 75 75 75 75 75 70 70 =400 mm

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

Design an unequal angle section to serve as a tie member of 1.6 m length in a roof truss. It has to carry an axial load of 118 kN. The gusset plate is connected to the longer leg of the angle. Also design the fillet weld. Permissible stress in weld = 108 N/mm² Permissible stress in axial tension = 150N / m * m ^ 2 Thickness (t), sectional area (A), weight/m run (w), distance of centres of gravity along x-axis and y-axis. cx and cy maximum and minimum radius of gyration f max and r min are given for some angles for design.
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.
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
Two 75mmx8mm A36 steel plates are welded in a 10mm gusset plate. Assume a weld thickness of 7.5mm and that of electrode used is E70. Determine the following: 1. Total Length of weld if P=300KN 2. Load P based on block shear if L1=85mm and L2=92mm. Neglect end returns P -2-75mmx8mm plates 10mm-thk L1 gusset plate L2 end returns
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
PLEASE SHOW ALL WORK! Use ICR method to determine the required load in each bolt (k). P, = 50 k 2 in - 6 in 4 in
Provide a balanced welded connection to mobilize the full capacity of the angle. ( Filler material :fy = 480 MPa, fu = 560 MPa, Members are S235) a Section a-a 10 mm 10 cm P { =37.14 mm 5 cm 16 mm Gusset Plate a
Complete solution pls
In an industrial shade on edge support consisting of two angle 110 mm x 100 mm is to be connected to a 16 mm gusset plate for a tensile load of 650 kN. Design the moment free welded connection. The distances of centroid of angle from the back side of legs are C₁=C₁ = 30.9 mm. The strength of the weld per mm thickness per mm length is 76 MPa.
• 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