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For the beams shown, draw complete shear and moment diagrams and state the values of the...
Section 13.7 Sections of Maximum Moment 13.21 through 13.23 For the beams shown, draw complete shear...
Section 13.7 Sections of Maximum Moment 13.21 through 13.23 For the beams shown, draw complete shear and moment diagrams and state the values of the maximum positive and negative moments. 2.5 kips/ft ATT 12'-0" 6'-0" PROBLEM 13.21
Problems 1.-5. Draw complete shear and moment diagrams resulting from the loads indicated for the beams...
Problems 1.-5. Draw complete shear and moment diagrams resulting from the loads indicated for the beams shown. Show ordinates at key points and indicate the magnitude of shear and moment at these points. Calculate the maximum bending stress due to the applied loads. Beam sections are 1) L6x6x1, 2) C10x30, 3) W21x73, 4) W18x50 bent about its weak axis, 5) 8 in. extra strong pipe. Ignore the beam weight. 400 lb/ft 15 kips 15 kips (2) 13'-0" 5'-0" 6'-0" |...
Draw the shear and bending-moment diagrams for the beams and loadings shown (indicate position and magnitude...
Draw the shear and bending-moment diagrams for the beams and
loadings shown (indicate position and magnitude of the maximum and
minimum shear and bending moment values in the diagrams):
P-2400 lb-(000 -400 bt 91- RB 24 ft
6. For the beams and loading shown draw the shear and bending-moment diagrams and then find...
6. For the beams and loading shown draw the shear and bending-moment diagrams and then find the maximum absolute values of the shear and bending moment. 2500 lb 60 KN 25 kN/m 500 lb /ft A c Di 5-3 ft--3--3-1-3ft Ć D -3 ft 3 ft — —3 ft 3 ft — Tam-kata2 122 m- 1 m
For the beams shown in Eigure 3,.5, draw the shear diagrams and note all critical values...
For the beams shown in Eigure 3,.5, draw the shear diagrams and note all critical values for shear. Note particularly the maximum value for shear and the point at which the shear passes through zero. O kips 5 |[0.6 m]↓ [0.9 m] I [1.5m] 500 Ib/ft 200 Ib/ft [2.92 kN/m] (7.3 kN/m] 2
2. For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine...
2. For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment. 3 kips 20 ft 5 ft Ay Shear hrs ) Homework Spring 2018 Page 2
(40) 2- Draw the shear and moment diagrams of the beams shown below. 3 k/ft Internat...
(40) 2- Draw the shear and moment diagrams of the beams shown below. 3 k/ft Internat Hinge 48 ft kips 12 kips 20,1 C B 6 6 6 12k 8 k 2 k/ft 3@4 m
Draw the Shear & Moment Diagrams and sketch the deflected shape for the beams shown below...
Draw the Shear & Moment Diagrams and sketch the deflected shape for the beams shown below (Indicate values at points of change and minimums and maximums. Also indicate units near values or on each drawing axis) Scan or photograph when completed. Submit on Moodle as a .pdf or .jpg 10k w = 200 lb/ft 2k W = 800 lb/ft 10 ft 5 ft 5ft > 10 ft ** 5+ > 5 > M M D D
2.5 kips/ft 15 kips PROBLEM 5.10 Draw the shear and bending-moment diagrams for the beam and...
2.5 kips/ft 15 kips PROBLEM 5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a of the shear (b) of the bending moment. ft 3ft 6ft
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in...
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the moment-distribution method. 2 k/ft 36 f24 ft El- constant E -29,000 ksi 1-1,530 in.4
Section 13.7 Sections of Maximum Moment 13.21 through 13.23 For the beams shown, draw complete shear and moment diagrams and state the values of the maximum positive and negative moments. 2.5 kips/ft ATT 12'-0" 6'-0" PROBLEM 13.21
Problems 1.-5. Draw complete shear and moment diagrams resulting from the loads indicated for the beams shown. Show ordinates at key points and indicate the magnitude of shear and moment at these points. Calculate the maximum bending stress due to the applied loads. Beam sections are 1) L6x6x1, 2) C10x30, 3) W21x73, 4) W18x50 bent about its weak axis, 5) 8 in. extra strong pipe. Ignore the beam weight. 400 lb/ft 15 kips 15 kips (2) 13'-0" 5'-0" 6'-0" |...
Draw the shear and bending-moment diagrams for the beams and
loadings shown (indicate position and magnitude of the maximum and
minimum shear and bending moment values in the diagrams):
P-2400 lb-(000 -400 bt 91- RB 24 ft
6. For the beams and loading shown draw the shear and bending-moment diagrams and then find the maximum absolute values of the shear and bending moment. 2500 lb 60 KN 25 kN/m 500 lb /ft A c Di 5-3 ft--3--3-1-3ft Ć D -3 ft 3 ft — —3 ft 3 ft — Tam-kata2 122 m- 1 m
For the beams shown in Eigure 3,.5, draw the shear diagrams and note all critical values for shear. Note particularly the maximum value for shear and the point at which the shear passes through zero. O kips 5 |[0.6 m]↓ [0.9 m] I [1.5m] 500 Ib/ft 200 Ib/ft [2.92 kN/m] (7.3 kN/m] 2
2. For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment. 3 kips 20 ft 5 ft Ay Shear hrs ) Homework Spring 2018 Page 2
(40) 2- Draw the shear and moment diagrams of the beams shown below. 3 k/ft Internat Hinge 48 ft kips 12 kips 20,1 C B 6 6 6 12k 8 k 2 k/ft 3@4 m
Draw the Shear & Moment Diagrams and sketch the deflected shape for the beams shown below (Indicate values at points of change and minimums and maximums. Also indicate units near values or on each drawing axis) Scan or photograph when completed. Submit on Moodle as a .pdf or .jpg 10k w = 200 lb/ft 2k W = 800 lb/ft 10 ft 5 ft 5ft > 10 ft ** 5+ > 5 > M M D D
2.5 kips/ft 15 kips PROBLEM 5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a of the shear (b) of the bending moment. ft 3ft 6ft
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the moment-distribution method. 2 k/ft 36 f24 ft El- constant E -29,000 ksi 1-1,530 in.4
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