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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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