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a) Compute the allowable block shear strength of the plates in KN. b) Check the adequacy of the plates. c) If W14 x 193 is used, compute the allowable strength (KN) based on fracture of the net section

a) Compute the allowable block shear strength of the plates in KN. b) Check the adequacy of the plates. c) If W14 x 193 is used, compute the allowable strength (KN) based on fracture of the net section

Structural Analysis
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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a) Compute the allowable block shear strength of the plates in KN.

b) Check the adequacy of the plates.

c) If W14 x 193 is used, compute the allowable strength (KN) based on fracture of the net section.

d) Select the lightest W shape for the tension member.

e) What is the allowable block shear strength in KN of the lightest W shape?

The W shape tension member shown will be connected between two plates with 8-22 mm bolts. The service loads are: DL= 950 KN and LL= 125 KN. The member length is 6.75 m. Use A36 steel (Fy= 250 MPa and Fu= 400 MPa). Consider all limit states including block shear. Use the equation for U and ASD. GIYALA 4 thickness of plate, Atp=20mm each W-Shape 55mm 不 P-75mm + * 1 55mm 1 - Plate -W-shape 37.5 75 mm 75mm 75mm 37.5 mm P ...
Transcribed Image Text:The W shape tension member shown will be connected between two plates with 8-22 mm bolts. The service loads are: DL= 950 KN and LL= 125 KN. The member length is 6.75 m. Use A36 steel (Fy= 250 MPa and Fu= 400 MPa). Consider all limit states including block shear. Use the equation for U and ASD. GIYALA 4 thickness of plate, Atp=20mm each W-Shape 55mm 不 P-75mm + * 1 55mm 1 - Plate -W-shape 37.5 75 mm 75mm 75mm 37.5 mm P ...
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