3. For the beam in Figure 2 below, using the work-energy method to solve the problem....
For the beam (a) (b) using the work-energy method to solve the problem- Compute the slope at A. Compute the slope at B. 3 kips/ft 85 kip. ft B 15 5 15'
16. Beam Deflection Using the method of progressive diagrams, find the centerline deflection for the given beam. Give the required values for each diagram (load, shear, moment slope(EI) and deflection) shown in the problem statement (see the pdf). 3 w 1 DATASET: 1 -2. Length A Length B Point Load P Uniform Load w Modulus of Elasticity Moment of Inertia 9 FT 10 FT 13 KIPS 1 KLF 29000 KSI 600 IN 4 -A- B- -- A - Correct Answer...
18 kips А B с D 6 12' 6 using the work-energy method to solve the problem. For the beam El is constant. (a) (b) Compute the slopes at C. Compute the deflection at B.
2. The beam in the figure below is to carry 1.6 kips/ft live load and 0.90 kip/ft dead load (including beam weight). Using f: 3000 psi and fy 40,000 psi, investigate the beam for stirrup adequacy according to the approximate ACI method、 li design is not adequate, indicate what revision is necessary. Symmetrical about E span E60 4"」 22" 3ー#7 12" supports 12" # 3 stirrups 9"l___. 9 @ 6" 22'-0" Figure 2: Problem 2.
For the beam using the conjugate beam method to solve the problem El is constant. (a) Compute the slopes at A and C and deflections at B. (b) Locate and compute the maximum deflection in span AC. P= 18 kips A B с D -64- 12
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...
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
Find the rotation of the beam below at the 8 kip load using virtual work. Use E = 3600 ksi and I = 450 in 4. Remember you can save time by doing less work if any of your moments are zero. 8 kips 4 k-ft A 5 ft 10 ft
Find the rotation of the beam below at the 8 kip load using virtual work. Use E = 3600 ksi and I = 450 in 4. Remember you can save time by doing less work if any of your moments are zero. 8 kips 4 k-ft A 5 ft 10 ft
Find the rotation of the beam below at the 8 kip load using virtual work. Use E-3600 ksi and I = 450 in 4. Remember you can save time by doing less work if any of your moments are zero. 8 kips 4 k-ft A 5 ft 10 ft