300A W300 x 67 has two nes of 20 mm dia. Bolts in each flange (3 boltsin each line which hasspacing as shown A36 steel is used with Fy= 250 MPa. Fu = 400 MPaProperties of W300 x 67A = 8250 mm2 bf - 201 05 mm = 1440 mmd=300mm tw=84mma) Compute the effective net area of the sectionb) Compute the allowable tensile strength of the section201.05CIVIL ENGINEERING-STEEL DESIGN14.40201.0550137.05

Bolted connections are used to attach the two metal pieces with the bolts. First, place the holes…

A W300 x 67 has two lines of 20 mm dia. Bolts in each flange (3 bolts in each line which has spacing as shown A36 steel is used with Fy= 250 MPa. Fu = 400 MPa Properties of W300 x 67 A = 8250 mm2 bf=201 05 mm t=1440 mm d = 300mm tw=84 mm a) Compute the effective net area of the section b) Compute the allowable tensile strength of the section CIVIL ENGINEERING-STEEL DESIGI

A W300 x 67 has two lines of 20 mm dia. Bolts in each flange (3 bolts in each line which has spacing as shown A36 steel is used with Fy= 250 MPa. Fu = 400 MPa Properties of W300 x 67 A = 8250 mm2 bf=201 05 mm t=1440 mm d = 300mm tw=84 mm a) Compute the effective net area of the section b) Compute the allowable tensile strength of the section CIVIL ENGINEERING-STEEL DESIGI

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi k) what is the bolt bearing capacity of flange plate of the flange connection in kips? (2 decimal places)
Please provide the whole (not shortcut) and correct solution with figures. thank you Given: x =175mm Rivet Dia.,=20mm y=200mm Fy=248Mpa Fu=400 Mpa Bolt Dia.=22mm
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