For the beam below, determine the maximum negative shear at point D due to a concentrated live load of 30 k, a uniformly distributed live load of 3 k/ft, and a uniformly distributed dead load of 1 k/ft O a.-8.5 k O b.-45.83 k Hinge -20 ft-20 ft- O c.-60.00 k O d.-21.5 k C 2 -30 ft- D -30 ft- Hinge. E P F G +15 ft--15 ft-

For the beam below, determine the maximum negative shear at point D due to a concentrated live load of 30 k, a uniformly distributed live load of 3 k/ft, and a uniformly distributed dead load of 1 k/ft O a.-8.5 k O b.-45.83 k Hinge -20 ft-20 ft- O c.-60.00 k O d.-21.5 k C 2 -30 ft- D -30 ft- Hinge. E P F G +15 ft--15 ft-

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

F6-15. Determine the maximum stress in the beam's cross section. wode bas brus d upo or moit A zibosqqA i bonilab ns sineni D 100 mm 30° 75 N m B C 150 mm -y Prob. F6-15 1o ho स
Consider section n-n for the beam and loading shown: (a) calculate the support reactions (b) calculate the vertical shear force at section n-n (b) calculate the largest shearing stress in section n-n (c) and calculate the shearing stress at point "a" in section n-n 15nips 20hips 15hips Ift In 2ft 2f+ 0.6in 10in 1in 10in 0.315in 0. bin
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"
Assignment 1- Annalise the loaded frame Draw bending moment diagram (0 = 60 kN/m boc B E 6 m 48 6 m 3 m 3 m
Calculate the maximum tensile and compressive stresses in the section of BC of the beam. 75 mm 75 mm Empedopre|72 -75 mm 150 mm 50 mm EN SAMA 00 kN B 1.0 m 60 kN -1.5 m-> rode D 1.0 m
23: Calculate the maximum concentrated live load for the beam shown in the figune below. Based on flexural requirements. Use the Ultimate Strength Design Method wi f 400 MPa,f 25 MPa. 3-028nm 200 DLincluding sclf-wcight)-18 kN'm P? Live Load- 12 ANm 150 270 mm
D Shear Stress SEATWORK 2: 1. The maximum shear stress allowed in Pin B is 70 MPa. Compute for the minimum diameter of the pin at B for the member supported as shown in Figure. 200 mm- 40 KN A 35° h Pin at B MATHalino.com C 250 mm
0000 5 kN B M Identify the ZERO Force members for the truss FG GH KL L D AB BC CD DE ODF НІ OHI ☐UJ JK OLM K J D D BM BL CL ODL E G JF JG JH DK →5 kN 000 { D MA KF EF
TTT A :The shear diagram for this beam is 7m 13m 9kN B
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
7:47 59.0 :4G+ KB/S il ul 88 bartleby.com/solution- 14 = bartleby Q&A A 8 Engineering / Mechanical Engineeri... / Inte... / De... Determine the forces in memb... Textbook Problem Determine the forces in members AC and AD of the truss. D 4 kips 12 ft F 8 ft C. 4 ft B 10 ft -5 ft- Want to see the full answer
Draw the stress envelops (shear and moment) for the beam below subjected to the following loads SFD WD= loku/m BMD Sm DEAD LOAD шно вклу/т 8 LINE LOAD 20KN 30kn-m -40k41 RESULTS FROM SEISMIC ANALYSIS WL₂= 13 PD=ISKN 2m B -18 kN/m * -12KN G IS KN-M C