Show your solutions and choose the correct answers. C1.5 in.60°8 ftA2 kip/ft -THE ALL OWABLE SHEAR STRESS FOR ALL PINS IS IŠ Ksi.DETERMINE THE REQUIRED DIA METER FOR PIN A0-89 in.0.77 inSUPPORT REACTION AT A.I lo.00b.6Din1.0ain•CALCULATE THE RESOLTANT14.74 Kips• THEIF ITSREQUIREDo-18 in12.31 kipsKips9.24 KipsALLOWABLE NORMAL STRESS FOR MEMBER BC IS 35 Ksi.CROSS-SECTION IS REC TANGULARTHICK NESS0.28inCALCULATE THE PORCE AT MEMBER BC9.24DETERMINE ITSD-21 in0.23 in.16.00 KipsTHE ALLOWABLEDE TERMINE12.31 KipsFOR ALL PINS IS 15 Ks-14-74 KipsKipsSHEAR STRESSDIAMETER POR PIN B.0.77.inTHE REQUIREDD-6D inD.89 in1.09 in.

Take moment about A :∑ MA=0FBCsin608ft-2882=0FBC=8sin60FBC=9.2376kips'

HE ALL OWABLE SHEAR STRESS FOR ALL PINS IS 1S KSi. ETERMINE THE REQUIRED DIA METER FOR PIN A. 1.0a in 0-89 in D.77 in SUPPORT REACTION AT I lo.00 kips CALCULATE THE RESULTANT 14.74 Kips 12.31 Kips 9.24 Kips THE ALLOWABLE NORMAL STRESS FOR MEMBER BC !S CROSS-SECTION Is RECTANGULAR DETERMINE ITS THICK NESS 0-28in CALCULATE THE PORCE AT MEMBER BC F ITS REQUIRED 0-18 in 0-21 in 0.23 in.

HE ALL OWABLE SHEAR STRESS FOR ALL PINS IS 1S KSi. ETERMINE THE REQUIRED DIA METER FOR PIN A. 1.0a in 0-89 in D.77 in SUPPORT REACTION AT I lo.00 kips CALCULATE THE RESULTANT 14.74 Kips 12.31 Kips 9.24 Kips THE ALLOWABLE NORMAL STRESS FOR MEMBER BC !S CROSS-SECTION Is RECTANGULAR DETERMINE ITS THICK NESS 0-28in CALCULATE THE PORCE AT MEMBER BC F ITS REQUIRED 0-18 in 0-21 in 0.23 in.

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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