Find the horizontal and vertical reactions at hinge G, respectively.(kN)PROVIDE COMPLETE SOLUTION FOR ME TO FOLLOW ALL UNITS KN.m10,KN5 KN/m(B5,KNA10 KN-2 2--1O Zoom image12&18.75O10& 18.7512&8.7510&8.75

Given in fig. is beam with various loading and it has been asked to determine horizontal and…

Answered: ALL UNITS KN.m 10, KN 5 KN/m B) 5,KN A)…

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

D=76kNE=274kg F= 38.5
a=2 b=5 3xb=15x mm 12xb=60x mm 10xa kN = 20x kN ((3xb)-0,00735)) = (15x- 0,00735) mm
Use fc=14.3N/mm^2 ft=1.43N/mm^2 HRB400 fy=360N/mm^2
1. Two identical channel Sections placed back to back with a clear distance of 50 mm. Given: Channel section C9x13.4 Wide Flange Section W10x33 Angle section L6x4x 3/4 a. Area b. Centroid c. moment of inertia (lx and ly) d. section modulus ( Sx and Sy) e. radius of gyration ( rx and ry)
A prismatic beam is loaded as shown in figure I; EI = 1x10^6 kN-m^21. Which of the following gives the deviation at A, tA/C, from the tangent drawn at C? a. 167/EIb. 267/EIc. 367/EId. 467/EI2. Which of the following gives the deviation at D, tD/C, from the tangent drawn at C? a. -100/3EIb. -150/EIc. -200/3EId. -256/EI3. Which of the following gives the value of the deflection at D? a. 97/EIb. 89/EIc. 74/EId. 66/EI
I cannot understand these For point of contraflexural, 40090300=200×x90300 x=2 m θA=0 (fixed support) θDA=θD-θA=θD=Area of MEI Dia between A and D = 19030012×600×3+600×4+12×300×3-12×200×2 =355090300 θD=0.03931 radianθD= 2.252° Deflection at point D ∆D=31-CosθD ∆D=2.3176×10-3 mm Deflection at point D is 2.3176×10-3 mm
Determine the backward bearings for the following traverse line. Your answer must be in term of quadrant bearing [C3, CO2, PO2].i) PQ - 55° 20’ 05”ii) QR - 172° 35’ 05” iii) RS - 217° 55’ 05” iv) ST - 295° 11’ 15” v) TU - 348° 20’ 45”
THe ans should be: Vmax-total = -0.0104m 0max-total=-0.00577 rad = -331 degree
HI HELP PLEASE WITH THE OBJECTIVE, INTRODUCTION AND CONLUSION(ATTACHED PHOTO ARE THE DATA AND RESULTS) 3-4 SENETNCES PLEASE, THANK YOUUU. ITS ABOUT MEASUREMENT OF ANGLES AND DIRECTIONS: CLOSED COMPASS TRAVERSE
The answer is 12533.452psi and angle of twist 3.717
sorry，what are these： Step 3 Slope deflection equation In section AB MAB= MFAB+22EIL2θA+θB-3δLMAB= -12.5+4EI5θB MBA= 12.5+4EI52θB In section BC MBC= 0+2EI52θB+θC MCB= 2EI5θB+2θC In section CD MCD= -16.67+4EI52θC MDC= 16.67+4EI5θC arrow_forward Step 4 Equilibrium equations Equilibrium equations MBA+MBC= 0 -(i)MCB+MCD= 0 -(ii) Now, From i12.5+8EIθB5+4EIθB5+2EIθC5= 0EIθB125+EIθC25 = -12.5 -(iii) From ii2EIθB5+4EIθC5+-16.67+8EIθC5=02EIθB5+EIθC125= 16.67 iv Solving equations (iii) and (iv), we get EIθB= -6.548EIθC = 8.037
17 - Three dimensional F1 = 419i - 170j + 110k F2 = 247i - 423j - 153k for vectors F1 + F2 =? do the collection.A) 666i - 593j - 43kB) 174i - 174j + 328kC) 106i - 17j + 112kD) 121i + 62j + 117kE) 154i - 49j + 160k

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

ALL UNITS KN.m 10, KN 5 KN/m B) 5,KN A) 10 KN -2 2- -1 Zoom image 12& 18.75 10&18.75 ロ 12&875 O 10& 8.75