can someone help me with this civil engineering problem?
For the below beam the loads are:
12 (k), 6 (k-ft.), 8 (k) and 5 (k).
The reactions for the beam are:
R(B) = 1.8571428571428572 (k), R(E) = 95.14285714285714 (k)
a) Draw the shear and moment diagram for the beam. Show all work on the material turned into the ELC. Label all points.
b) Using singularity functions write the equations for shear and moment for the beam. Show all work on the material turned into the ELC.
To submit work for this problem type in the value of the point load at the left end ________ (k).
can someone help me with this civil engineering problem? For the below beam the loads are:...
Section 5. Problem 13 (25 pts.) For the below beam the loads are: 10 (k), 3 (k-ft.). 9 (k) and 5 (k). The reactions for the beam are: R(B) 3.142857142857143 (k), R(E) - 56.857142857142854 (K) a) Draw the shear and moment diagram for the beam. Show all work on the material turned into the ELC. Label all points. b) Using singularity functions write the equations for shear and moment for the beam. Show all work on the material turned into...
For the below beam draw the shear and moment diagram. On work
submitted to the ELC show a free body of the beam with all of its
loads as well as the shear and moment diagrams. Label all points.
Use the sign convention used in class. Assume that the
cross-section of the beam is made out of a material with an
allowable stress of 24 ksi. The cross-section is b inches wide and
d inches tall. The b dimension is...
can someone help me with this problem?
Using either regular functions or singularity functions
determine the deflection at point C of the below beam.
Forces on the beam:
F1= 6 (k), F2 = 8 (k), F3 = 4 (k)
The reactions for the beam are:
R(A) = 10.08695652173913 (k), R(E) = 7.913043478260869 (k)
Assume: E = 29000 ksi and I = 750 in4
Show all work. Equations for shear, moment, slope of the elastic
curve and deflection must be shown....
For the below beam draw the shear and momen diagram. On work submitted to the ELC show a free body of the beam with all of its loads as well as the shear and moment diagrams. Label all points. Use the sign convention used in class. Assume that the cross- section of the beam is made out of a material with an allowable stress of 24 ksi. The cross-section is b inches wide and d inches tall. The b dimension...
Please find all reactions with Moment Distribution Method &
draw shear/moment diagrams. Please show all work. Thank you in
advance!
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
1. (28 pts) A cantilever beam is subjected to the loads as shown in the figure. Va) Draw a free-body diagram and determine the supports at point 0. b) Draw shear and moment diagrams and find the values at key points (i.e. x = 0, 6 and 10 ft). If possible, please show your calculations. c) Find shear force V(x) and bending moment M(x) for () <x<6 ft. 12 10 kip 2 kip/ft skip سے 40 kip.lt 611 4 11...
IR 2 2. (20 pts.) The below beam is loaded by three different loads as shown. The cross-section of the beams consists of a t-shped member whose dimensions are shown below. The centroid of the cross-section is located at 8 inches from the base of the cross- section and the moment of inertia of the cross-section is 814 in 4 a) Draw the shear diagram for the beam. Submit that information through ELC. Label all points. b) determine the maximum...
Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE PLACEMENT OF THE LOADS AND CALCULATE THE VALUES FOR THE MAXIMUM NEGATIVE SHEAR at "B", and MAXIMUM POSITIVE MOMENT at "B" due to a concentrated point load of 1400 lb, uniform live load of 800 lb/ft, and a uniform dead load of 600 lb/ft. (12 points) B с А 10 ft 6 24 2 ft Vs. 2.25 IL RA -0.25 1.25 0.25 IL VB -0.25 -0.75 1.5...
(Influence Line Use) Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE PLACEMENT OF THE LOADS AND CALCULATE THE VALUES FOR THE MAXIMUM NEGATIVE SHEAR at "B", and MAXIMUM POSITIVE MOMENT at "B" due to a concentrated point load of 1400 lb, uniform live load of 800 lb/ft, and a uniform dead load of 600 lb/ft. (12 points) B с 10 ft 6 ft 2A 2 ft Vs ww 2.25 IL RA -0.25 1.25 0.25 IL...
Name: Section: Problem 6 Three materials are used to make a composite beam with a rectangular cross section. Select the transformed section if materials 1 and 3 are transformed into material 2. E, = 10 ksi, Ez = 20 ksi, Ez = 30 ksi Drawn to scale a) b) c) d) e) None of the above MI M2 M3 Problem 7 Determine the polar moment of inertia for the hollow tube. a) 2,789.7 in b) 44,635.7 in c) 25.1 in...