PROBLEM: The forces in each member are used by method discussed in your theory of structures/mechanics. Use Pn = 205 kN, Po = 0. a) From the Problem and the image , Design one tension member, use either a double angle of a wt section. Check its adequacy using 1 line of bolts (three bolts in a line spaced at 75mm on centers) Assume a bolt diameter from 16-22mm. Use A 36 for all steel. Neglect block shear.

PROBLEM: The forces in each member are used by method discussed in your theory of structures/mechanics. Use Pn = 205 kN, Po = 0. a) From the Problem and the image , Design one tension member, use either a double angle of a wt section. Check its adequacy using 1 line of bolts (three bolts in a line spaced at 75mm on centers) Assume a bolt diameter from 16-22mm. Use A 36 for all steel. Neglect block shear.

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 write the solution on paper.
Please show solutions on how to get the 2 value. The circle green in the figure. Civil engineering- steel design
SOLVE THIS PROBLEM USING THE SLOPE DEFLECTION EQUATIONS: The bearing type connection show is bolted by 4 – 22 mm diameter bolts (high strength bolts). The size of the plates is 300 mm x 12 mm. Fy 248 MPa, Fn = 330 MPa and Fu = 400 MPa. Determine the following: (1) Design strength of the connection based on strength of plates. (2) Design strength of the connection based on shear strength of bolts. =0.65. (3) Design strength of connection based on bearing strength of bolts on the 12 mm plate. =0.75 12 mm P. mm O. O 300 mm 40 80
1 please with explanation
Please show your solution on a paper with FBD
only HANDWRITTEN answer needed ( NOT TYPED)
Read the question carefully and give me the right solutions with clear calculation.
CLAMP BAR H ELEVATION VIEW PIN ТОP VIEW P.
A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0. Determine the allowable tensile strength of the section based on tensile rupture of the net area. Answer: о о lo O o
Two plates each with thickness t=16mm are bolted together with g-22 mm dia•bolts forming a lap connection.bolts spacing are as follows S1=40mm, S2=80mm,S3=100. Bolt hole dia=25 mm Fu=483Mpa Fy=345Mpa Solve the allowable strength and the ultimate strength in: 1. Yielding 2.rupture 3.shear 4.block shear
Please answer the problem attach image below, Using NSCP 2015, show your solution.
The lap joint of a tension member is shown. The plate is 252 mm wide and 12 mm thick. The bolts are 20 mm in diameter and the holes are 3 mm larger than the bolt diameter. Use A36 steel. a. Determine the safe value of P based on tension net area. b. Determine the safe value of P based on tension bearing failure. c. Determine the safe value of P based on tension block shear.