Determine the internal shear in kip at the distance 14 ft. from point A (it is the point between span BC).5 kipsD...30 kipsE15 kips6'4'ABRAXC812'RAYRCA) -96B) -24c) -123D) -69E-140F) -84G) -132H) -8

Answered: Image /qna-images/answer/6235dbf1-1551-4639-9c80-8ca21df5ab5f.jpg

Answered: Determine the internal shear in kip at…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Problem 3 104N 304 G D 8m H E MB 8m H 5m F 5m mmc Determine, ajaxial at column Be b.) shear at beam HI c. axial at Beam DE
SionldRef=FAD76EA09DD SER 16 - Detemine the shear force at point B of the stnicture shoWIL (C= 60 kN) Ka 2.4 KN/m B C Hinge 30m -10 m- 13 a) -27 kN.m b) O -48 KN.m -36KN.m d) O KN.m Cevap Listesi e) -32 kN.m Boş bırak 13 14 15 16/20 Sonraki> Каpat KÖnceki 19 20 VSınavı Bitir Boş Ak Cevap Kaydedilc Cevap Keydedile
60x6 CONTOT BHT Y8 23AUTOURт2 3TAMIMA3T30L 10-13. Determine the reactions at the supports. Assume A and Care pins and the joint at B is fixed connected. El is a a a bms A 20 constant.mgelb inomom orli Just2009 er admom smeT) 60 kN/m02 6 m Prob. 10-13 1 3 m 30 kN/m
0. Determine the maximum force P that the top chord can carry if the allow shearing stress is 50MPa, bearing stress is 60MPa and tensile stress is 85MPa of the connection shown -3. 0 d a اما ماماه b C d 200mm 120mm 40mm 75mm 30°
The bracket BCD is hinged at € and attached to a control cable | ! at B. For the loading shown, determine (a) the tension in the cable, (b) the reaction at C. a=0. 18m 20N 20N 8 c o I_.l_nm—l—um—-l 02¢m
A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 25 kN/m A D В C- -3 m-- --10 m- -4 m-| EI = constant E = 200 GPa I = 500(106) mm4
Determine the internal shear in kip at the distance 14 ft. from point A (it is the point between span BC). D 5 kips ... 30 kips E 15 kips 6' 4' B A RAX 12' 8' RC RAY -140
AT-section is the cross section of a loaded beam as shown. Given: U1-32 kN/m; M1 = 100 kN-m; P1=120 kN a.) Draw the shear diagram using graphical solution b.) Determine maximum shearing stress. c.) Determine the shearing stress at the junction of the T-section. 200 mm 32 M- 100 P-120 16 ト 4"L 6 m) 20 mm CS Scanned with CamScanner 100 mm ww Os
5 KN- G IA20 ESDE IA aosor IS\e0\810S 3m + D 12 KN H 10KN 3m J 1. FROM THE GIVEN TRUSS, DET. THE FF: a. HORIZONTAL REACTION @ J b. VERTICAL REACTION @ J C. REACTION @ F B E I 3m 40° 11 KN asps¶ xns18 asps IstoT pniini19 emit Jalil 3m 3m 3m 3m 2006 1005 asps¶ W\8 2. DET THE FF: a. FORCE ACTING ON MEMBER "EF" AND IDENTIFY IF T OR C "HE" b. MEMBER C. MEMBER "EI"
. A Simply Supported Concete beam havig a width of so rn and an effectire hepth g s2oma carries a load includmg its Wergth Wq= 7 kNm and a loncortated loád Pa: 370KN unforaly distributed fectret acting 2m from Peft Support. fi = 207 Apa, fo: 415 Mpa I det the Max factored Shear force. at the Cntical Seetion. 2 det the Spaang of the lo'mm o belween. A to B s det. the Spacing the lommd of Sstrirups between B-C. R370KN A B
C0nsider the Warren truss bel0w supp0rted by a pin supp0rt at G and a r0ller supp0rt at C. S0lve f0r the reacti0n f0rces (in kN) at p0int G. S0lve f0r the reacti0n f0rces (in kN) at p0int C. S0lve f0r the f0rce (in kN) in member DF. S0lve f0r the f0rce (in kN) in member DE. S0lve f0r the f0rce (in kN) in member CE. S0lve f0r the f0rce (in kN) in member BC
+102. equivalent resultant force and couple moment at point A. Replace the loading system acting on the post by an 4-103. Replace the loading system acting on the post by an equivalent resultant force and couple moment at point B. 650N 500 N 30 300 N 1500 N- m 60 5m -2 m Probs. 4-102/103

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

Determine the internal shear in kip at the distance 14 ft. from point A (it is the point between span BC). 5 kips D 30 kips E -15 kips 6' 4' A B RAX 8' 12' RAY Rc A) -96 B) -24 -123 D) -69 E) -140 F -84 G -132