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4 The beam in the figure below is in equilibrium and loaded as shown.c calculations HOW...
Calculate the magnitude of FB and Fc for the beam, loaded as shown in the figure below, with supports at B and C. Show all calculations 10 ft 10 ft 15 ft 15 ft FB-30,000 lbs Fow20,000 lbs 2,000 lbs/ft 45 deg Calculate the reactions of the beamat A and B in the figure below, loaded as shown. Show all work. F=1,000 LBS w=800 lbs/ft W-400 lbs/ft
4. A 12-foot long glue-lam beam is loaded as shown. The shear strength of all glued joints is 100 psi. Using the shear formula for rectangular sections find the exact width, w, needed. Using the exact width, w, calculated above, find the maximum bending stress in the beam. 100 lbs/ft 1" 1- 1" 12
4. A 12-foot long glue-lam beam is loaded as shown. The shear strength of all glued joints is 100 psi. Using the shear formula for rectangular...
The 25 foot beam is loaded as shown below. a. (10 points) Draw the shear and bending moment diagrams for this beam. b. (15 points) What is the value of the maximum normal tensile and compressive stress in the beam? C. (10 points) What is the value of the maximum shear stress in the beam? 2 kips 3 kips w = 1 kip/ft VE VE 10 ft 5 ft 5 ft 5 ft 20 Beam Cross-Section
Problem 3 A simple beam AB is loaded as shown in the figure. (a) Calculate the required section modulus Sif Gallow - 18,000 psi, L-32 ft. P-2900 lb, and q- 450 lb/ft. Then select a suitable I-beam (S shape) from Table F-2(a). Appendix F. and recalculate S taking into account the weight of the beam. Select a new beam size if necessary (b) What is the maximum load P that can be applied to your final beam selec tion in...
own below is loaded as shown. The beam is made out of a hollow steel rectangular cross-section. Determine: The most economical cross-section that can be below. The a) used if Ơall-30 ksi. Select from the table shown Weight per foot of the cross-section is shown below in the table. 60 in. 40 in. 500 lbs The 1st number indicates the height of the cross-section in inches. 30 in. 250 lbs Izz Wt/Ft. (in) (in') (lbs/ft.) 7.80 12.21 Area Section 304...
4. A cantilever beam is loaded as shown in the figure. Using the method of sections or the integration method, draw the shear force diagram and the bending moment diagram. If the beam cross-section is a 9 inch square, find the maximum bending stress 1200 lb 800 lb/ft 9" B 9" A Beam cross-section 8 ft 8 ft
The simply support beam below is loaded as shown. O = 45° 75 kip 30 kip/ft 500 kip-ft me 1 ft 3 ft 1.5 ft 2.5 ft 2.5ft The exact value of the normal force (N), shear force (V), and bending moment (M) at a distance of x=7 feet. Be sure to indicate both magnitude and direction with arrows. (a) FBD and support reactions (b) FBD to find internal forces (c) Calculate N, V, and M at 7 feet
The simply support beam below is loaded as shown. = 45 75 kip 30 kip/ft 500 kip-ft mo 1 ft 3 ft 1.5 ft 2.5 ft 2.5ft The exact value of the normal force (N), shear force (V), and bending moment (M) at a distance of x=7 feet. Be sure to indicate both magnitude and direction with arrows. (a) FBD and support reactions (b) FBD to find internal forces (c) Calculate N, V, and M at 7 feet
The W33 x221 steel simply supported beam is loaded with
concentrated loads and uniform
load as shown with the load P= 150kip and w = 10kip/ft. For
this beam do the following;
a) Draw the shear and bending moment diagram
b) Calculate the maximum compressive and tensile stress
c) Calculate the maximum shear stress
P Р 3 ft 3 ft w 10 ft
The beam is loaded as shown in the diagram below. The beam is uniformly loaded at 3 kN/m for the length of 4 m from B. The beam also has two point loads, 4 KN at 2 m from A and 3 KN at 3 m from B. 2 KN 3 KN 3KN/m A 2 m 2 m 11 m 3 m Fig. Q2 Draw a shear force and bending moment diagram. Also determine the location of maximum bending moment...