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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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C. 4 ft A. 3ft
Transcribed Image Text:C. 4 ft A. 3ft
AS A FUNCTION Date No. SOLVE THE SUPPORT REACTION AT A OF THE UNIFORM LOAD W. 2.333 WN AS A FUNCTIONUWO 2:404 W 1833 W REACTION AT ROD BCAS A 1.500 W THE SOLVE FUNCTI ON DF THE UNIPORM LOAD W. 4.112 W ALLOWABLE SUPPORT 4417 W 1.500 W •IP THE SHTAR D.30 in. Diameter STEAL 3.333 W POR EACH OF THE P1NS AT A, b, and ċ is B Ksi, AND THE E D-40 in DIAMETER ALOWABLE NORMAL STRESS POR THE ROD BC is 22 Ksi, DETERMINE THE ALLOWABLE UNI FORM LDADW' CONSIDERING THE ALLOWABLE SHEAR STREES AT A. USEL FACTOR OF .l SAFETY I. D-G67 Kip lft 1.013 ft. Kip 0-833Kip ft Kip D.7665 kip St THE W AILOWABLE UNIPORM LOAD •DETERMINE CONSIDE RING THE NORMAL STRESS 6.551 Kip ft AT ROD BC. 0-829 /5t 0.533 Kip/ft D-717 kip/fA Kip DETERMINE THE ALLOWABLE UNI PORM LOAD W cON SI DE RING THE . 6.505 kip f4 ALLOWABLE SHEAR STRESS AT B. O.855 Kip 4 0.061 Kip ft 6.551 kipft
Transcribed Image Text:AS A FUNCTION Date No. SOLVE THE SUPPORT REACTION AT A OF THE UNIFORM LOAD W. 2.333 WN AS A FUNCTIONUWO 2:404 W 1833 W REACTION AT ROD BCAS A 1.500 W THE SOLVE FUNCTI ON DF THE UNIPORM LOAD W. 4.112 W ALLOWABLE SUPPORT 4417 W 1.500 W •IP THE SHTAR D.30 in. Diameter STEAL 3.333 W POR EACH OF THE P1NS AT A, b, and ċ is B Ksi, AND THE E D-40 in DIAMETER ALOWABLE NORMAL STRESS POR THE ROD BC is 22 Ksi, DETERMINE THE ALLOWABLE UNI FORM LDADW' CONSIDERING THE ALLOWABLE SHEAR STREES AT A. USEL FACTOR OF .l SAFETY I. D-G67 Kip lft 1.013 ft. Kip 0-833Kip ft Kip D.7665 kip St THE W AILOWABLE UNIPORM LOAD •DETERMINE CONSIDE RING THE NORMAL STRESS 6.551 Kip ft AT ROD BC. 0-829 /5t 0.533 Kip/ft D-717 kip/fA Kip DETERMINE THE ALLOWABLE UNI PORM LOAD W cON SI DE RING THE . 6.505 kip f4 ALLOWABLE SHEAR STRESS AT B. O.855 Kip 4 0.061 Kip ft 6.551 kipft
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