Identify and describe two cases where a distributed load can be found in the real world: one as a beam supported at both ends, and one as a cantilever fixed at one end. Include sketches of the structure to include loads (forces and moments) and the proper end conditions. Photos with estimated loads and moments are acceptable.

Identify and describe two cases where a distributed load can be found in the real world: one as a beam supported at both ends, and one as a cantilever fixed at one end. Include sketches of the structure to include loads (forces and moments) and the proper end conditions. Photos with estimated loads and moments are acceptable.

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

MEE1004 Mechanics of Materials Tutorial Problems (eligible for coursework submission): 1. The cantilever beam in Figure 1 is fixed at A, and is loaded with a distributed load from A to B and a concentrated moment at C. Use the GRAPHICAL METHOD to plot the shear force and bending moment diagrams for the entire length of the beam. Label values at all key locations on the plots (at changes in loads, maxima, minima, and zeroes). Annotate your diagrams to explain how they were drawn (e.g. "AQAB = (-12 kN/m)(1 m) = -12 kN" and "(dQ/dx)AB = -12 kN/m"). 12 kN/m Tutorial S5: Beam Analysis: Graphical 1 m B 0.5 m Figure 1. 5 kNm 0.5 m D
Calculate the Stresses involved in the beam
do all 4 parts please and fast please
What is different with static load and dynamic load?
TEXT:A beam is made using structural timber C24. The beam is 6 meters long and fixedagainst displacement at node A and restrained against displacement in the vertical direction at node B,as indicated on the sketch. Modulus of elasticity of C24 is 0,7x105 N/mm2. The beam has cross-sectional data bxh = 73 x 198mm2. The beam is supported by a uniformly distributed load q= 4 kN/m between junction A and B. beams self-weight must be neglected in the calculations a) Calculate the bearing reactions of the beam for the given external load action.b) Establish a moment and shear diagram for the beam.c) Calculate the transverse displacement of node C.
In order to determine the magnitude of the internal forces, a FBD must be cut. It is difficult to determine where a cut should be made in order to reveal the Maximum Internal Forces, thus we have put the distance to the cut in terms of 'x', and plot the equation. In my lecture we took a generic portion of a Beam and applied equilibrium and saw that Loading, Shear and Moment are related to each through differential equations. Change in Shear is the Area under the Loading diagram. Change in Moment is the Area under the Shear Diagram. Using Graphic Integration draw the shear and moment diagrams for the given beams and loading.
For the truss shown in the figure, estimate the horizontal displacement at joint H. The area (A) and the modulus of elasticity (E) of each bar is 0.5 in2 and 29000 ksi, respectively. Summarize your results in the following order. Member AB BC CD DE EF FG GH AH BH CH CG CF DF T 12 ft 2k B G C D 10 ft-10 ft- 10 ft-10 ft
Subject: STRENGTH OF MATERIALS (Civil Engineering) Round off to two decimal places
Load Combinations The following table contains the results of several analyses for the reaction at the base of a frame. All forces are in kips. Component Horizontal Vertical Dead 0.66 2.50 Earthquake 3.00 2.58 Live 0.99 3.75 Compute all the relevant load combinations for dead, live, and earthquake. Then answer the following questions. Give all answers in absolute value (no negative signs). 1) What is the the largest compressive force resulting from all the load combinations? 2) What is the largest tensile (uplift) force resulting from all the load combinations? 3) What is the worst shear (horizontal) force resulting from all the load combinations?
Complete answer
Please solve using paper:Problem 11. A truss is loaded as shown in the figure. Determine the following:a) Vertical component of the resultant force and its location from A.b) Horizontal component of the resultant force and its location from x-axis.
NEED HELP ASAP!! A floor system in a small building consists of wood planks supported by 2 in. (nominal width) joists spaced at distance s, measured from center to center (see the figure). The span length L of each joist is 10.5 ft, the spacing s of the joists is 15 in., and the allowable bending stress in the wood is 1,350 psi. The uniform floor load is 90 lb/ft^2, which includes an allowance for the weight of the floor system itself. (a) Calculate the required section modulus S for the joists. (b) Select a suitable joist size (surfaced lumber) from Appendix G, assuming that each joist may be represented as a simple beam carrying a uniform load. A. 2x4 in.^ B. 2x6 C. 2x8 D. 2x10 E. 2x12 Select a suitable joist size (c) What is the maximum floor load that can be applied to your final beam selection in part (a)?