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PROBLEM. DETERMINE THE DESIGN CAPACITY OF THE GIVEN TENSION MEMBER ASSUME THAT THE SLENDERNESS REQUIREMENT IS SATISFIED AND THE PLATE AND CONNECTION DESIGN ARE ADEQUATE USE IREB SPECIFICATIONS ASTM A36 (Fy=36 KS1 FU=58 KSI) A-DETERMINE THE CAPACITY OF THE SECTION BASED ON THE YIELDING OF GROSS IDEA. B DETERMINE THE CAPACITY OF THE SECTION BASED ON TENSILE FRACTURE OF THE CRITICAL CONSIDER ALL POSSIBLE RUPTURE CONNECTING PLATE 15" 2" 1.5" 4 1 12 0800 •PL 3/4" X 6° 1/2" & bolts

PROBLEM. DETERMINE THE DESIGN CAPACITY OF THE GIVEN TENSION MEMBER ASSUME THAT THE SLENDERNESS REQUIREMENT IS SATISFIED AND THE PLATE AND CONNECTION DESIGN ARE ADEQUATE USE IREB SPECIFICATIONS ASTM A36 (Fy=36 KS1 FU=58 KSI) A-DETERMINE THE CAPACITY OF THE SECTION BASED ON THE YIELDING OF GROSS IDEA. B DETERMINE THE CAPACITY OF THE SECTION BASED ON TENSILE FRACTURE OF THE CRITICAL CONSIDER ALL POSSIBLE RUPTURE CONNECTING PLATE 15" 2" 1.5" 4 1 12 0800 •PL 3/4" X 6° 1/2" & bolts

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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PROBLEM. DETERMINE THE DESIGN CAPACITY OF THE GIVEN TENSION MEMBER ASSUME THAT THE SLENDERNESS REQUIREMENT IS SATISFIED AND THE PLATE AND CONNECTION DESIGN ARE ADEQUATE. UKSE LREB SPECIFICATIONS ASTM A36 (Fy=36 KS) ;FU=58 KSI) A-DETERMINE THE CAPACITY OF THE SECTION BASED ON THE YIELDING OF GROSS IDEA. B DETERMINE THE CAPACITY OF THE SECTION BASED ON TENSILE FRACTURE OF THE CRITICAL CONSIDER ALL POSSIBLE RUPTURE CONNECTING PLATE دریا 2." 1.5 ju 12 · PL 3/4" X 60 "1/2" & bolts
Transcribed Image Text:PROBLEM. DETERMINE THE DESIGN CAPACITY OF THE GIVEN TENSION MEMBER ASSUME THAT THE SLENDERNESS REQUIREMENT IS SATISFIED AND THE PLATE AND CONNECTION DESIGN ARE ADEQUATE. UKSE LREB SPECIFICATIONS ASTM A36 (Fy=36 KS) ;FU=58 KSI) A-DETERMINE THE CAPACITY OF THE SECTION BASED ON THE YIELDING OF GROSS IDEA. B DETERMINE THE CAPACITY OF THE SECTION BASED ON TENSILE FRACTURE OF THE CRITICAL CONSIDER ALL POSSIBLE RUPTURE CONNECTING PLATE دریا 2." 1.5 ju 12 · PL 3/4" X 60 "1/2" & bolts
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