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Use the portal method of analysis and draw the moment diagram for girder FED. Prob. 12-34 10 k F ...
Problem 12.34 Consider the frame shown in (Figure 1). Part B Use the portal method of...
Problem 12.34 Consider the frame shown in (Figure 1). Part B Use the portal method of analysis and draw the moment diagram for girder FED Click on "add vertical line off to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note 1 - Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place two vertical lines at the same place, it will appear overlap,...
Prob. 10-5 10-6. Determine the reactions at the supports, then draw the moment diagram. Assume B...
Prob. 10-5 10-6. Determine the reactions at the supports, then draw the moment diagram. Assume B and C are rollers and A is pinned. The support at B settles downward 0.25 ft. Take E 29(103) ksi, 500 in A and B. 10 3 k/ft 12 ft 12 ft Prob. 10-6
Please use the Moment Distribution Method to solve this problem Determine the moments at the supports,...
Please use the Moment Distribution Method to solve this
problem
Determine the moments at the supports, then draw the moment diagram. Assume A and D are fixed. EI is constant. 4 k/ft -10 ft-t 18 ft--+--15 ft-- Prob. 12-7
Method 1: Mathematical Approach Method 2: Engineering Approach Draw the shear and bending moment diagram for...
Method 1: Mathematical Approach
Method 2: Engineering Approach
Draw the shear and bending moment diagram for the beam shown below. Use Method 2 30 k 30 k 60k 1 k/ft 25 k-ft 3030 30' 50' 3070 505050
use moment distribution approach 11-20. Determine the moments at B and C, then draw the moment diagram for each memb...
use moment distribution approach
11-20. Determine the moments at B and C, then draw the moment diagram for each member of the frame. Assume the supports at A, E, and D are fixed. EI is constant. 10 k 2 k/ft 0 10 ft 10 ft and C, then f the frame. tant.
Determine the internal moments OF EACH SUPPORT, then draw the moment diagram. Assume A is fixed....
Determine the internal moments OF EACH SUPPORT, then draw the
moment diagram. Assume A is fixed. EI is constant.
USE MOMENT DISTRIBUTION METHOD ONLY.
10-7 Determine the moments at each support, then draw the moment diagram. Assume A is fixed. El is constant. 12 k 4 k/ft Use both slope deflection equations and moment distribution method
Determine the moments at each support, then draw the moment diagram. Assume A is fixed. EI is constant. 2. 12 k 4 k...
Determine the moments at each support, then draw the moment diagram. Assume A is fixed. EI is constant. 2. 12 k 4 k/ft In 20 ft 15 ft-8 ft --8 ft
draw moment and shear diagram 30 k 2 k/ft B с -6ft -10 ft 4k ие
draw moment and shear diagram
30 k 2 k/ft B с -6ft -10 ft 4k ие
4) A 100 foot long simply-supported bridge girder supports the unfactored loads shown in the figure....
4) A 100 foot long simply-supported bridge girder supports the unfactored loads shown in the figure. The uniformly distributed dead load, wD, includes the self weight of the girder, and is constant along the full beam length. Concentrated live loads, PL, are applied as shown in the figure. a) Draw factored shear force and factored bending moment diagrams in the spaces provided. Show magnitudes at locations A, B, C, D and E on each diagram.(8) PL = 50k PL-50k WD-2.5...
Use Portal method to determine approximately the reactions and moments at supports F, G and he...
Use Portal method to determine approximately the reactions and moments at supports F, G and he frame (Fig. 2). Also draw the bending moment diagram for member CDE (5 Marks 3m 50 KN ← 4m ー10m 10m → Fig. 2
Problem 12.34 Consider the frame shown in (Figure 1). Part B Use the portal method of analysis and draw the moment diagram for girder FED Click on "add vertical line off to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note 1 - Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place two vertical lines at the same place, it will appear overlap,...
Prob. 10-5 10-6. Determine the reactions at the supports, then draw the moment diagram. Assume B and C are rollers and A is pinned. The support at B settles downward 0.25 ft. Take E 29(103) ksi, 500 in A and B. 10 3 k/ft 12 ft 12 ft Prob. 10-6
Please use the Moment Distribution Method to solve this
problem
Determine the moments at the supports, then draw the moment diagram. Assume A and D are fixed. EI is constant. 4 k/ft -10 ft-t 18 ft--+--15 ft-- Prob. 12-7
Method 1: Mathematical Approach
Method 2: Engineering Approach
Draw the shear and bending moment diagram for the beam shown below. Use Method 2 30 k 30 k 60k 1 k/ft 25 k-ft 3030 30' 50' 3070 505050
use moment distribution approach
11-20. Determine the moments at B and C, then draw the moment diagram for each member of the frame. Assume the supports at A, E, and D are fixed. EI is constant. 10 k 2 k/ft 0 10 ft 10 ft and C, then f the frame. tant.
Determine the internal moments OF EACH SUPPORT, then draw the
moment diagram. Assume A is fixed. EI is constant.
USE MOMENT DISTRIBUTION METHOD ONLY.
10-7 Determine the moments at each support, then draw the moment diagram. Assume A is fixed. El is constant. 12 k 4 k/ft Use both slope deflection equations and moment distribution method
Determine the moments at each support, then draw the moment diagram. Assume A is fixed. EI is constant. 2. 12 k 4 k/ft In 20 ft 15 ft-8 ft --8 ft
draw moment and shear diagram
30 k 2 k/ft B с -6ft -10 ft 4k ие
4) A 100 foot long simply-supported bridge girder supports the unfactored loads shown in the figure. The uniformly distributed dead load, wD, includes the self weight of the girder, and is constant along the full beam length. Concentrated live loads, PL, are applied as shown in the figure. a) Draw factored shear force and factored bending moment diagrams in the spaces provided. Show magnitudes at locations A, B, C, D and E on each diagram.(8) PL = 50k PL-50k WD-2.5...
Use Portal method to determine approximately the reactions and moments at supports F, G and he frame (Fig. 2). Also draw the bending moment diagram for member CDE (5 Marks 3m 50 KN ← 4m ー10m 10m → Fig. 2
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