Guestron200A Ferce F Eo M ISexerted on thehook na Caipha) ta thethe dragram The houka pulng Ferce oF RMPrmmm the wall ardrsThe dra gram is nutat bin argleCenmyas SeenClocrsCon carryL6u MImm Of embed mantembedded forScrewI1o mmtoScalHddipha200 MDetermntFor whreh Values CFa Capha) Co-)S creaWill be pulled cut CF the Celre.the

Given data Force Stress per unit length To find Angle alpha We will use the limiting condition to…

Questron 200 exerted on the hauk rn A Ferce F Eeo M iS Cenmg a Caipha) te the the dreigrem Cit bin arglt hook Clocrs Seen The as con carry L6u MImm Of embed mant embedded for a pulng Terce OF PMPrmm m the wa11 The dra grom is rut Screw ardrs I1o mm to Scalt - lx +) dipha 200 M Determne For whreh Values CF a Capha) Co= g0) Will be pulled cut CF dhe Ceilre. pulled cut CF the Cellre. the screaw

Questron 200 exerted on the hauk rn A Ferce F Eeo M iS Cenmg a Caipha) te the the dreigrem Cit bin arglt hook Clocrs Seen The as con carry L6u MImm Of embed mant embedded for a pulng Terce OF PMPrmm m the wa11 The dra grom is rut Screw ardrs I1o mm to Scalt - lx +) dipha 200 M Determne For whreh Values CF a Capha) Co= g0) Will be pulled cut CF dhe Ceilre. pulled cut CF the Cellre. the screaw

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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