2 to 13-37 Refer to Figs. P13-22 to P13-37. Construct the shear force and thebending moment diagrams for the beam in each figure due to the loadingshown by using the relationships among the load, shear, and moment dia-grams. 5 kips4 kips/ftTom A10 ft--20 ft-B-10 ft-

Making the uniformly distributed load into the concentrated load into a concentrated load Always…

Answered: 2 to 13-37 Refer to Figs. P13-22 to…

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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stress (oc)=100 MPa . Determine the hieght(y) and the applied load. 10 cm P 10 cm 4 m -4 m- 90 cm- a) Loading b) Cross section Fig.(1) 50mm- Q2: An beam is composed of three materials shown in Fig. 2. The materials are firmly fastened together. Determine the position of neutral axis (ỹ ) and the moment of inertia about the neutral axis for the Steel 25 mm Wood 75 mm Aluminum 50 mm equivalent Aluminum section. If Es = 200 GPa, EF70 GPa, Ew= 10 GPa Steel 50 mm Fig.(2) If load (P) is on the in ,so that the
part A B and C pls Learning Goal: To analyze a beam subjected to a vertical force and a trangular distributed load, determine the reaction forces acting on each of the supports, delermine the minimum pin diameter for one support subjected to single shear and determine the average shear stress in a pin support sutected to double shear As shown, beam BC a subjected to a load of magnitude P 820 0 kN and a triangular distributed load of te 540 0 kN/m The support rod AB oriented at an angle of 150 0 bom the L. beam Let a 4 000 m and b-11 00 n Cross-sectional vews are shown for 6 and C Part A- Reaction force at 8 Determine the reaction force al Express your answer to four significant figures and include the appropriate units Viw availahla ate P Pearson Part B- Reaction force at C Determine the reaction force at C Express your answer to four significant figures and include the appropriate units. > View Available Hint(s) Fc = Value Units Submit Part C- Minimum diameter for the pin at B If the…
708. Use conjugate beam method in the following problems. Show your complete solutions and drawings. Subject: Structural Theory
Figure 1 shows a truss system for supporting an imposed load (IL) at the end of the triangular cantilever arm. The dead load of the triangular cantilever (DLc) is applied at the centroid (of the triangle) as shown in the figure. The total dead load of the tower of the truss system (excluding the cantilever arm) is transferred through the left (DL₁) and right (DLR) legs to the foundations. The panel length L is equal to 3m. The values of the unfactored dead and imposed loads are: IL = 60KN DLC = 15kN DLL = DLR= 30kN Determine the maximum design vertical reactions on the left and right foundation for ULS using Eurocode. [Neglect the equivalent horizontal forces (EHF) in your design.] DLL L DLC DLR L Figure 1 [not to scale] IL
Solve clearly and do not use handwriting if possible| ᴅʏʙᴀʟᴀ ?✨؛
Question 4 (a) For the beam and loading shown in Figure Q. da, draw the shear force and bending moment diagrams. Ca F=40ON Figure QAa q=170ON/m M=500Nm cl=0.55m c2=0.7m c3=0.6m b= 42 mm h= 55mm
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QI:The over hanged beam shown in fig. 1, is subjected to a couple( M=qL° ) at the center and additional load of (P= qL) at the hang over part of the beam. Draw the shear force and bending moment diagrams. M L/2 /2 L/2 Fig 1
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Q1:The over hanged beam shown in fig. 1, is subjected to a couple( M-qL? ) at the center and additional load of (P= qL) at the hang over part of the beam. Draw the shear force and bending moment diagrams. м B L/2 L/2 L/2 Fig 1
1. For the beam and loading shown below, a) Draw the shear and bending moment diagrams, bị Determine the maximum absolute values of the shear and bending moment. (Ans: Bx= 0, By = 8 kips ↑, Dy = 2 kips ↑ IVmaxl = 4 kips, IMmax| = 4 kip ft.) 2 kips/ft 6 kips A D 2 ft 2 ft 2 ft

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2 to 13-37 Refer to Figs. P13-22 to P13-37. Construct the shear force and the bending moment diagrams for the beam in each figure due to the loading shown by using the relationships among the load, shear, and moment dia- grams. 5 kips 4 kips/ft Tom A 10 ft- -20 ft- B -10 ft-