KIC000012

KIC000012 - Name: P lt'!- M (~ rJ ~ Section: ).. Group #: \...

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Unformatted text preview: Name: P lt'!- M (~ rJ ~ Section: ).. Group #: \ r 1 CE332 Exam 1: Show all of your work. Problem 1 . (40 points) Analyze the following structure in Figure 1 . On the spaces provided draw . \0 '" 5 (-,....t," 1a. Free Body Diagram (FBD) wor lb . Shear Diagram (V) !..J~ r\< " j ' < .r.~ 1c. Moment Diagram (M) 1d. Axial Force Diagram (N) 1e. Qualitative Deflected Shape (y) 6k 12 k- . f r - - - - - - - - - ) '- - . L - . . . . . L _ . L . . . . . . . . . L _ J - - ; . . ~ ~ _ - l D 8' 8' .211( ____ ~1=2___------,71(::...---=1=2' 7~r--4:...'----j Figure 1 'k- > .I, (2*-~ T ?-Ik. FBD Name: A te l. rt,I3{\~ Section: 1. Group #: \f- - - - " - - - - ~ ( Shear Diagram (V) Moment Diagram (M) Name: AId-- K . " ~ f\~ Sectio n-:-;;1-:----:G=-ro:....u-p..:#-:---;,'"'g,----- e L / I Axial Force Diagram (N) '. QuaIitative Deflected Shape (y) Name:_~A....:( 1....:1._K_,_B I_ ' ~---:-;:--_ Section: ). Group #:,_--,1",2 _ Problem 2. For the floor plan shown below in Figure 2, ( 2a. (3 points) Sketch the slab load paths on the plan. 2b. (14 points) Draw the complete FBD for Girder BH, Show FBD's for all other beams or girders necessary to compute external forces acting on BH, 2c, (3 points) Compute the total load supported by Column B, St' J '''~ ll. r't"'" Neglect the self-weight of all beams and girders as well as Live load,...
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This note was uploaded on 10/13/2011 for the course CE 377 taught by Professor Hosteng during the Fall '10 term at Iowa State.

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KIC000012 - Name: P lt'!- M (~ rJ ~ Section: ).. Group #: \...

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