PROBLEM.DETERMINE THE DESIGN CAPACITY OF THE GIVEN TENSIONMEMBER ASSUME THAT THE SLENDERNESS REQUIREMENT ISSATISFIED AND THE PLATE AND CONNECTION DESIGN AREADEQUATE. UKSE LREB SPECIFICATIONS ASTM A36 (Fy=36 KS);FU=58 KSI)A-DETERMINE THE CAPACITY OF THE SECTION BASED ON THEYIELDING OF GROSS IDEA.B DETERMINE THE CAPACITY OF THE SECTION BASED ON TENSILEFRACTURE OF THE CRITICALCONSIDER ALL POSSIBLE RUPTURECONNECTINGPLATEدریا2."1.5ju 12· PL 3/4" X 60"1/2" & bolts

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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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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