ProblemSet7_Solutions

# ProblemSet7_Solutions - MASSACHUSETTS INSTITUTE OF...

This preview shows pages 1–23. Sign up to view the full content.

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document

This preview has intentionally blurred sections. Sign up to view the full version.

View Full Document
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: MASSACHUSETTS INSTITUTE OF TECHNOLOGY Department of Mechanical Engineering 2.001-Mechanics and Materials I Spring, 2006 Problem Set 7 Distributed: Wednesday, April 12, 2006 Due: Wednesday, April 19, 2006 Reading Assignment: Hibbeler: sections 6.5, 6.6, 7.1, 7.2, 7.3 Problem 1: Draw accurate Sketches (with values!) for the shear force and bending moment diagrams for the loaded beams depicted below (yes, you have seen some of these in homework 1). For angled beams divide in sections, as discussed in class. Problem 2: Hibbeler 6-7 Problem 3: Hibbeler 6-11 Problem 4: Hibbeler 6-15 Problem 5: Hibbeler 6—36 Problem 6: Hibbeler 6—37 . -f lit“ LN I (it) (iv) 9‘; n can venHon MEI“ GHVCKA . x A PSET 1*— ‘1 “Wm. M 2 , o o A. ‘1 “’4'” L’“ POSITIVE Sum FED Caravan-n (NJ W v v Sign canvenHm ‘M/W KM Mij—w V” £5619va \f EWh'buum: ZFxS‘O Eff-"0 Zcho £34+2a6—P*0},b=0 ZWJW - F22 —(?b)/4+§) + A may “W’s (wwar ~+ Ethchrxm O \“Dmuk bEmzung I x) Q9 r 5.0-?" be “has Dos sum (0 H Al:— («KEN—“5’ V 5’2 n can renHon fable?) 1.; (VOL) V, Eigi/fbﬁum ZFXzo KXA'I’PZO Ext: 'P A- P ZFyﬁo ZKMe)a‘° EyygL " PH=0 E = PH { V L 4: 13+: 23/ 3L 3). 3L x I 1% VW 2(Me>y"° MU‘)+§&X=0 3 g 1‘ MW éuZJHbrﬁ/m H I ;5 A 3‘13 ZFyto -V(x)— -P—-zo Iva)“ Bi 3L “1 x Zlgﬁbu‘mm maC’Fp (TB/:0 Wow—giro ma) 1% WW) a Z'@.’£)X:o _/M(,(Z) _+_ fisz o 1 3L 5),. Z "~‘ - Fibo '3’? — VCK3>+ R9599 = 0 1/09): 105/999 23%. - 3L. X4 2014; =0 M033) - P5m9/x3-L) WL) WmsQIOFU - Wsmg 7.0.7.]; ~\.2w + QJFLW + Q“ (3Q +M’ZW “WW R‘s : (M2) :- NM 2 BO- ' \o 349 3 (23° -.-. \owd RjA : 20%” I H H , v; swam. {FED d\ E , 3; 0.1 w (2;, QVBITO T: > R53! :1 WCogS ' 5 C RSI = W a ‘93 2:1. ,0 — b UM; -_ BOHJJUM 2:3,) {3%, = UUSMQ - (239 \$ 31*“ : @okkl {03;} : \Bkk) ﬂM—Jﬁ O = M‘ + chmGCo‘Cﬁ Mc = - wc a3::<c>m = ' “:30 km(o ¢%X0.R\ 1%,-w. a/M- .. 5") 77—1/ [Ix W/Ib'ﬁum ZFya-o A-leA/eft—A/cc 97*: 15/4/1/ 20%)”: 0 = M” + 40W“: 2m + (fng 5m +/¢S¢/1 ‘M‘-= 2 m ! 3 m ' (5:) 29’“ wow ~W5» Give» P !P ?im.\. ‘. CL. Sud/w ’rVCJC “WWW: , ~ MOMQU‘; ‘\ 3 M\‘(\\‘ M\ bea\ A bb'l'H (3 P P 13 233:0 =e;+2~f-;p ‘ ‘ a " \“L 93 . as my; aim. 42.3 Mg /.5 arm 4% 5 I “(TV W? W — j C X) _ _, ‘ «LL ‘ x 4' g; 3 3 K 2 up 2%)“) -m(x)+4¢833x 4.5%: - D ‘ _ MM): 4.853x —/o§_7£_ l r . I ...,W.W~ “mmmww”..mﬁmm ‘ f m {(sz = ‘W x 1233mm — QUAD?) 239: = MA Q (\4 4h \SDCD \bﬁuﬂ +{ﬂ'xtc3’\£{\‘\(3¥‘ W‘mw14v~4w-u-mzomﬁ \1C+ \1£+ = ) A (7—) —3 C?“ R; = Q—Rg": qmﬂb ‘ was Us. Mm: (nova ‘“ 5y \2C+ \ ‘ t - 1,0500 “90+ U, A — ‘- 1‘: a. t; —-—-\Soo \ULS was t O‘qz Q)“ AV -‘-w(13 y Vb?)- CUQS'IQM A r “E: f3 - R5 5" ;;_.........,..,::::fi: '3 “c 1—“3L “'4 _ (0 £F=O=R*+R°_WL “3 3 U _ "i ‘2" am]? MC * a}: (32L? -' RbAL Q\ ~2‘L’De' "; 7. — - w (o.”22>\$W3LE + Zw L (C) 21.); ,2— 3'1 ox "L — - \u L .. 7 .C- wL. 0.0tﬂ‘3 l. 4. O €3-39 Maw = o.o\0\wCL \I ‘ " V“ ...
View Full Document

## This note was uploaded on 10/06/2011 for the course MECHANICAL 2.001 taught by Professor Prof.carollivermore during the Spring '06 term at MIT.

### Page1 / 23

ProblemSet7_Solutions - MASSACHUSETTS INSTITUTE OF...

This preview shows document pages 1 - 23. Sign up to view the full document.

View Full Document
Ask a homework question - tutors are online