The moment diagrams for a beam are given below for two cases: gravity load and earthquake load. Thevalue of Mg = 3.75 kip-ft for dead load and 11.25 kip-ft for live load. The value of Me is 39 kip-ft forearthquake load. Compute the appropriate load combinations and determine the governing positivemoment at the end of the beam (in kip-ft to one decimal).Mg-Mg-MgMe+-MeType your answer.

LRFD It applies Ultimate factored loads to design. Evaluate forces and stress using yielded…

Answered: The moment diagrams for a beam are…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given beam on Problem 5.7 Page 217, calculate the Moment in KN-m at Point B if the given 150KN concentrated load, 25KN/m uniform load and 100KN-m applied moment from the figure are replaced by 162KN, 24KN/m and 117KN-m respectively. Express your answer in 2 decimal places. Include (-) negative sign if the moment is negative.
The system illustrated below is one of a beam ABCD, for which point A is ahinge, point B is supporting a downward load of 1000N, point C is connected tocable supporting a load of 275 N, point D is roller joint. The system is in static equilibrium, and you are asked to compute the verticalreactions at points A and D, assume that the weight of the beam is negligible. (I need help)
For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given beam on Problem 5.8 Page 217, calculate the Moment in kip-foot at Point A if the given 40kip loads from the figure are both replaced by 68kips. Express your answer in 2 decimal places. Include (-) negative sign if the moment is negative.
Write the shear and moment equations for the beam shown. Draw the shear and moment diagrams under the load diagram. SOLVE FOR SEGMENT AB, BC, CD, DE. DERIVE THE SHEAR VALUE 27 FT. TO THE RIGHT OF POINT E IN SEGMENT EF. DERIVE THE MOMENT VALUE 27 FT TO THE RIGHT OF POINT E IN SEGMENT EF. Show FBD. F1 = 10 lb F2 = 30 lb/ft F3 = 21 lb/ft
A beam has a width of 200mm and a height of 250mm and is loaded as shown. Write the moment equation for the entire beam. Using the moment equation, determine the moment at 3m and at 4m fromthe left end. Present detailed drawings/FBD’s illustrating your solution.
For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given beam on Problem 5.35 Page 220, calculate the Moment at B in kip-foot if the given 30kip concentrated load and 2kip/foot uniform load from the figure are both replaced by 23kips and 14kip/foot respectively. Express your answer in 2 decimal places. Include (-) negative sign if the moment is negative.
For the given beam, what is the shear function for 0<=x<=5 ft, and what is the moment function for 0<=x<=5 ft? Choices for both shear and moment functions are given below Note: the reaction forces at A and B are given and the coordinate system is also given Options for shear functions are as follows: (a) V(x)=-24.6-8x (b) V(x)=24.6+8x (c) V(x)=-24.6+8x (d) V(x)=-8x (e) V(x)=24.6-8x Options for moment functions are as follows: (a) M(x)=24.6x-40x=15.4x (b) M(x)=-4x^2+24.6x (c) M(x)=-4x^2 (d) M(x)=30x (e) M(x)=69.4(x-6)-30(x-10)
Determine the magnitude of force (kN) in member AC if F=79608 N , a=2.66m , b=1.14m and c=5.43m. Round off only on the final answer expressed in 3 decimal places. Instead of units, indicate C if force is compressive or T if tensile.
Using Moment Distribution Method Analyze the given frame completely. For the uniform load acting at the beam members please compute for the loading using tributary area and load transfer. Unit Weight of Concrete=23.6 KN/cu.m. Second floor Slab thickness=200mm and Roof Deck thickness=150mm. Live Load= 1.90KPa. Use Total Floor Load=1.2DL + 1.6LL (Neglect Self Weight) ALL Beams use 2I and for Columns use I.
a. Draw a moment diagram and determine the largest moment at support and field in the statically indeterminate beam below.b. How much does the largest moment at support and beam change if the length of each bay (L) is increased from 1m to 2m?Assume the load q =10 kN/m . Tip: The task is to make diagrams for the given beam with 2L as total length. The thing to keep in mind when using substitution (L′= 2L) is to keep track of that variable all the time, in the end the substituted variable must be returned for a correct answer. If you make a substitution of the length (L′=2L), it should be returned to the answer. The question should contain clear solutions and be presented according to the following structure: Given, to find , Solution and Answer.
QUESTION1) Figure Q1(a) show a simply supported beam of length L = 4.8m is and built for placing Machine and Magnum frame. The combined weight of the machine is approximated by uniform load 90kN/m along x3 = 2.4 m. For of the design, its assumed that the column framed located at a distance x1 and x2 = 0.8m and resulting concentrated load P1 and P2 exerted oneach beam is taken as 150kN and 150kN, respectively. The cross section of beam show as in Figure Q1(b). (a) Determine the bending stress at point a and the maximum bending stress of the beam (b) By referring Figure Q1(a) and consider section n-n, determine the maximum shear stress and the shear stress at point a.
For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given beam on Problem 5.39 Page 220, calculate the Maximum Positive Moment in kip-foot if the given 3kip/foot uniform load from the figure is replaced by 8.6kip/foot. Express your answer in 2 decimal places.

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