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NO. Prololen Nol. if edch oF He two side s calble thut suppert the bridge tet cun DATE Suktain a maxiImum tn gron af the loeation OF the sag prom point A lo} the distubution legan d wo that the cable could cayso (detrmine FIgure OF lo0 U MN 1000m 4 The angle where the maxinaum tensron ocurs

NO. Prololen Nol. if edch oF He two side s calble thut suppert the bridge tet cun DATE Suktain a maxiImum tn gron af the loeation OF the sag prom point A lo} the distubution legan d wo that the cable could cayso (detrmine FIgure OF lo0 U MN 1000m 4 The angle where the maxinaum tensron ocurs

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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If each of the two side cable that support the bridge deck can sustain a maximum tension of 100 MN, determine

A.) The location of the sag from point A

B.) The distributed load wo that the cable could carry

C.) The angle where that maximum tension occurs

NO. - DATE Prololem Nol. if each OF the two 87des cable that support the bridge tet cun SU&tolin a oF lo0 U MA, detrmine Figure a maximum tn Sron af the loeation OF the sag prom point A l0/ the distubution (ad wo that the cable cou ld cauryso 1000m 4 the angle where the maxinumm tnsron ouurs
Transcribed Image Text:NO. - DATE Prololem Nol. if each OF the two 87des cable that support the bridge tet cun SU&tolin a oF lo0 U MA, detrmine Figure a maximum tn Sron af the loeation OF the sag prom point A l0/ the distubution (ad wo that the cable cou ld cauryso 1000m 4 the angle where the maxinumm tnsron ouurs
NO. DATE Rololem Nol. if each OF Hhe two 8i des cable that suppert the bridge dek cun Sustolin a maximum tnsron OF lo0 U MN, dettrmine FIgure af the lveation oF the sag prom point A 10/ the distubution lon d wo that the cable cou ld calryso 100om The angle where the maxinnum tnsron ouurs
Transcribed Image Text:NO. DATE Rololem Nol. if each OF Hhe two 8i des cable that suppert the bridge dek cun Sustolin a maximum tnsron OF lo0 U MN, dettrmine FIgure af the lveation oF the sag prom point A 10/ the distubution lon d wo that the cable cou ld calryso 100om The angle where the maxinnum tnsron ouurs
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