Draw bending moment diagram for a fixed ended beam as shown in Fig. 13.3a after 15% redistribution. M. Fig - 13.31.
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- Question 1) in FIG loading condition is given beam F force F = 65 kN , first distributed load W 1 = 41 kN / m , w 2 distributed load w 2 = 51 kN / m , θ angle θ = 48 ° and L length of L = 5 m . According to this; Question 1-A) B at the point y direction ( B y ) Determine the support reactions. Question 1-B) to the point in y direction ( A y ) Determine the support reactions. Question 1-C) to the point in x direction ( A x ) Determine the support reactions.The reinforced concrete T-beam below is required to support a roofing system. The loads include a superimposed dead load of 20 kN/m, a live load of 25 kN/m, and a snow load of 10 kN/m. Determined: a) The maximum factored distributed load the beam must support according to Table 4.1.3.2 of the NBC 2020; (b) The end reaction forces; and c) The maximum shear force and maximum bending moment. Plot the shear and bending moment diagrams3. The Shear diagram of a loaded beam is shown in the Fig. Which of the following gives the largest concentrated load (not include the reaction) acting on the beam in Kilonewton? Which of the following gives the maximum negative bending moment in Kilonewton-meter? Which of the following most nearly gives the location of a point of inflection moment) form the right end of the beam in meters?
- Determine the resultant (magnitude, direction and location) of the line load acting on the beam shown in Fig. (a).Question 3 5 pts What is the larger vertical reaction of a 6- m simply-supported beam carryinga triangular load which varies from 0 at one support and 15 kN/m at the other support? (Answer must be in kN.)Question 1: Consider a non-uniform 10m long cantilever beam, with flexural rigidity of EI(x)= 300/x+20 kNm2 a) What is the flexural rigidity at each end of the beam? b) Calculate the deflection function for this beam under a uniform distributed load of 10N/m over the whole beam. Question 2: Consider a uniform 10m long beam, with flexural rigidity of 12,000Nm2 that has a fixed supports on both ends. A weight is hung under the beam—attached via cable at the x = 3 point—applying a downward force of 200 N . At the same time a winch is connected to the beam—via a cable attached at the x = 7 point—pulling upward with a force of 200N. a) What load function, f(x), represents this load? b) Calculate the deflection function for the beam. c) Include a picture of the beam when it is under load. Question 3: Consider a non-uniform cantilever beam that is 1 m long and whose flexural rigidity is given by the function EI(x) = 30/x+2 kNm2. a) Calculate the influence function (a.k.a., “Green’s…
- A beam with a span of 12m has over hanging portions at both ends and is loaded with a uniform distributed loading of magnitude 28kN/m. How much is the moment of midspan?The flat roof of the steel-frame building shown in the photo is intended to support a total load of 2kn/m over its surface. Determine the roof load within region ABCD that is transmitted to beam BC.The dimensions are shown inConstruct the qualitative influence diagrams of the following functions for the beam shown: RB, MA, RD, VC, MC.
- Determine the reactions and draw the shear and bending moment diagrams for the beam shown in fig 16.5 by usng the slope deflection method,Determine the absolute maximum bending moment in a 15-m-long simply supported beam due to the series of three moving concentrated loads shown in Fig. P9.13.For the beam and loading shown, determine the magnitude of the vertical reaction at A (lb) provided that a=153, b=103 and c=8.2. Do not round off in any intermediate steps. Round off only on the final answer expressed in 3 decimal places.