6. Determine the resultant of the distributed load systems for the beams shown, locate the resultant with respect to point A. (Do not consider the support reactions at the supports of the beam, consider only the distributed load) 3.0 kip/ft 20 kN/m 4 m 2 m B -12 ft- 9 kN/m 6 kN/m 3 kN/m 1.5 m 3 m 1.5 m-

6. Determine the resultant of the distributed load systems for the beams shown, locate the resultant with respect to point A. (Do not consider the support reactions at the supports of the beam, consider only the distributed load) 3.0 kip/ft 20 kN/m 4 m 2 m B -12 ft- 9 kN/m 6 kN/m 3 kN/m 1.5 m 3 m 1.5 m-

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter6: Beams And Cables

Section: Chapter Questions

Problem 6.43P: Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect...

See similar textbooks

Similar questions

Please help me
Determine the reactions at A for the cantilever beam subjected to the distributed and concentrated loads. 3.0 kN 6.7 kN/m 3.7 m 1.8 m 1.8 m Part 1 The free-body diagram of the body is shown. The distributed loading has been replaced with a single equivalent force R at a distance d to the right of point A. Find the magnitude of the force R and the distance d. R 3.0 kN d Answer: R = i kN d = i m
Find and illustrate the resultant of the distributed and concentrated loads acting on the beam.
2:35 ll Solution and proble... 5/101 Determine the reactions at A and B for the beam subjected to the uniform load distribution. 4 kN/m B 300 mm -500 mm Problem 5/101 5/102 Calculate the support reactions at A and B for the loaded beam. 100 lb/ft 80 lb Problem 5/102 5/106 Determine the reactions at the supports of the beam which is loaded as shown. 800 N/m 400 N/m
In the crane shown, assume that the horizontal arm of the crane weighs 200 kg/m. If a counterweight of 100kN is used, what is the capacity P of the crane? Also find the moment at the base of the crane when no load is being carried (i.e., when P=0). What weight should be added so that the capacity would rise to 8 tons? 130 On-
Determine the resultant of the line load acting on the beam shown in Fig. (a) Can u please help me
1. 2. 10 mm 10 mm 3. 5 mm 100 mm A beam section as shown in the sketch is subjected to a bendingmoment of Mx = 4 kN.m and a shear force of V = 2.5KN. 50 mm 100 mm Calculate the position of the centroid and the the second moment of area of the section about the sentroid horizontally. Draw the bending stress distribution through the height of the beam by calculating the bending stress at the critical positions Draw the shear stress distribution trough the height of the beam by calculating the shear stress below the flanges and at the centroid. 4. Draw the stress condition below the flanges, at the centroid and at the top and bottom of the beam.(7) 5. Draw the shearflow through the section. Show calculations
3. Calculate the support reactions of the beam shown. 50 kN/m 50 kN 20 kN/m 40° + 1 m 4 m 3 m 1 m
i need this pls
A beam (AB) is supported by a roller at B and a pin at A. It is subjected to the following uniform distributed loads. Determine the reaction force at roller B. 9 kN/m 6 kN/m 3 kN/m 1.5 m 3m 15m
Problem 3: Inputs: a = 12 in b = 12.75 in Use the scalar approach (not the cross product). The moment exerted by the weight about point E is 244 lb-in. Table not required, but feel free to use it if you like (a) What is the magnitude of the weight? (round this answer to the nearest whole number) (b) What is the moment exerted by the weight about point S? Problem 4: Inputs: a = 1.2 m b = 0.5 m P = 50 N We are going to put this system in equilibrium. We haven't talked much about equilibrium yet, but that's okay. In order for a body to be in equilibrium, we need the sum of the forces to equal zero, and the sum of the moments about any point to equal zero. S A Table not required, but feel free to use it if you like a FA 30° a E b 40° P b (a) Let's start by summing moments about point A. Determine the magnitude of FB such that EMA = 0. In other words, compute FB such that the net moment about point A is zero. (b) Now let's repeat the process at B. Sum moments about point B and compute the…
Using the image below replace the distributed loading with an equivalent resultant force, and specify its location on the beam measured from point A. Let the length be: L1 = 9 ft. Let the loads be: W1 = 70 lb/ft, W2 = 420 lb/ft. Note you must determine the coefficients a and b based on the given intensities of the loads W1 and W2, respectively.