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KIC000012

# KIC000012 - Name Plt Section 1 M(~rJ~ Group r CE332 Exam 1...

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Name: Plt'!- 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 -.fr--------- )'--.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

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I Name: Atel. 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) '. Qua Iitative Deflected Shape (y)

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Name:_~A .... :( 1 .... :1._K_,_BI_' ~---:-;:--_ 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, Assume the unit weight of concrete = 1S0 Ibs./ft,',
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KIC000012 - Name Plt Section 1 M(~rJ~ Group r CE332 Exam 1...

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