


Study with the several resources on Docsity
Earn points by helping other students or get them with a premium plan
Prepare for your exams
Study with the several resources on Docsity
Earn points to download
Earn points by helping other students or get them with a premium plan
Material Type: Exam; Professor: Landis; Class: STATICS; Subject: Engineering Mechanics; University: University of Texas - Austin; Term: Spring 2010;
Typology: Exams
1 / 4
This page cannot be seen from the preview
Don't miss anything!



EM 306 – Statics TEST 2 Spring 2010 - Landis Name ___________________________________ EID ___________________________________ Unique Number __________________________ Instructions: Correctly drawn and labeled free body diagrams are required on any problems with equilibrium analyses. Show all of your work. Place a box around your final answers and include units. Problem 1. Determine the shear force and bending moment distributions throughout the beam. (20 points) Problem 2. In the drawing below, the tension in the string connecting the puck to point D is 5 pounds. The puck is located at the point ( x,y,z ) = (0.5, 0.75, 0.5) inches. Determine the moment about point A due to the tension acting at point D. (10 points) Problem 3. The tension in the string connecting the puck to point D is 5 pounds. The puck weighs 7 pounds. The puck is located at the point ( x,y,z ) = (0.5, 0.75, 0.5) inches. Determine the minimum coefficient of friction required to prohibit impending sliding of the puck. (20 points)
2
fu (^) fu" (^) 1pn\ uo T.s+Z /olr.s ''f/ry+Br2F,=l;=BA'fr .:rru: -f* b 54 =BLo6,r'-/"? t+-f'+ ? =o , , -E---+t,L 2Ft--A+B^ -6" t V+ --c- ,4_^ L o2r,
6t)= ?, +A=frfi"L Oe-L V/) = /44-- ?r=:=g"' -+r'ftg,[-6ot ft-- rL L^ + 6tA=6" n v #---&+^ )Lz)=-Baxcs VI*=D -- :3^ -- h6rL ='-/rL+ca H--1/
> T
w
N 2''-L
2F= i = 4ut' r+^/ir+ili -- F= 6f.?i ,+A/; " ?,ti 'F; r rVi "' 'fn==;f i ' 6---o'o8.2't=o'611ll's) Of roj^ ro^ k r -' t,td'e*?dFr#.{E ^ ffi i. F = #/F"" ?{r ,#.{C = cs, I?t=4ttr|-@ --qN ) zE, +^ f = o,Qil- ?N 1 f 0.14t-?N=Y?(,r,Dr+N 2€++ (^) in= r,4tl- 7^l Y -zh4drftAl ZF:
7t* ?i'?i -l +Q/. -S