w the shear-moment d ans le bear with the two co mple beam with the two...
1 Draw the shear-moment diagrams for the simple beam with the two concentrated loads as shown in the figure below. 12 ft 8 ft Fe=20 kips Fc=15 kips
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1 . Draw a sketch of the deflected shape. The spans are 30-ft long each (total of 90-ft), the concentrated loads are each 120 kips, and placed at the center of left span and the free end. El is constant. Left support is a pin and the other two are roller supports. 120 kips 120 kips Figure P-1
1-(25%) Draw shear and moment diagrams for the beam shown...
The beam shown below is subjected to a uniform load of 2 kips/ft, two concentrated transverse loads of 12 kips, and 6 kips, and a tensile axial force of 10 kips. a) Draw the shear and moment diagrams. (8) b) Find the stresses at B. (10) c) Find the maximum shearing stress in the beam. (10) 12 kips 2 k/ft 6 kips 10 kips 4 41 8' A B D E 12" 2" 2 14" B 24 16"
16. For the beam shown below, a uniform load, two con team shown below, a uniform load, two concentrated loads, and a triangular los Pied as shown. The beam diagram is presented on both this pape and the next pas to help you as you answer the questions heta. Provide the following information 10 kips 18 kips 6 kips/it 3 kips/ft 3 ft 8 ft 4 24 24 3ft A 8. C. D. is this beam statically determinate? What are...
QUESTION 4 4. Bending Moment in a Beam Draw the shear and bending moment diagrams for the beam and loading shown. Then use the bending moment diagram to determine the bending moment in ſkip-ft] experienced by the beam at point D. 12 kips 12 kips 10 kips the С - 5 ft 5ft --- 2 ft 3 ft
Consider the beam subjected to a concentrated load consisting of
2.25 kips of dead load and 5.55 kips of live load at point B. Find
maximum factored beam shear, moment, and deflection.
Consider the beam and loading given below. The beam is subjected to a concentrated load consisting of 2.25 kips of dead load and 5.55 kips of live load at point B. Neglect beam weight. You may use any information from the AISC Manual, a) Draw the general shape...
Ch. 5 General Expressions for Shear and Bending Moment (20 min.-25 pt.) For the beam shown, write the general expressions for Shear, V, and Bending Moment, M for the section of the beam between B and C where x > 5 ft and < 12 ft. Show all work. |30 kips 15 kips 2.5 kips/ft 1 kips/ft 55 kip-ft TITIL B 12 ft > 4ft
blem 2. (70 points) 1. For the beam shown in Figure (a): a) b) draw the shear force and bending moment diagrams. (30 points) Select the most economical W shape for the beam with an allowable bending stress of 30 ksi. (10 points) determine the maximum tensile and compressive bending stresses at any location along the beam if the section shown in Figure (b) is used instead of the W shape section selectedin Part b. Would the beam be safe...
Please solve number 2.
2. The beam shown in Figure 1 is used...upport a dead load of 500 kN/m, and concentrated live load of 10 KN. Determine the 2.1 the maximum positive (upward) reaction at B, 2.2 the maximum positive shear at C, and 2.3 the maximum positive moment at D. 3. Determine the maximum positive shear and moment at point C due to series of concentrated moving loads shown in the Figure below. ESTAURATION ELEUCO2K5k4k DLOU bent SOSO SEBEUS...
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=5.0 ft, c=5.0 ft, d=3.0 ft, w = 11.5 kips/ft and P = 63 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. W X B D E a b d For this loading, calculate the reaction forces Ay and Ey acting on the beam. Positive...