its a very good question of structural analysis please help
this is a tricky question of structural analysis please help
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its a very good question of structural analysis please
help
this is a tricky question of...
Its a challenging questions please help thanks May 2019 - 16-Civ-A1 Page 6 of/ Select and...
Its a challenging questions please help thanks
May 2019 - 16-Civ-A1 Page 6 of/ Select and answer ONE QUESTION ONLY from Questions #6, #7 or #8. (22) 6. For the frame shown below, using the moment-distribution method or the slope- deflection method, calculate and plot the shear force and bending moment diagrams. On both diagrams, for each member, label the maximum and minimum ordinates (Minimum ordinates are frequently negative values.). All members are inextensible and relative values of El are...
12m- (18) 4. Using the slope-deflection method or the moment-distribution method, analyze the structure shown below....
12m- (18) 4. Using the slope-deflection method or the moment-distribution method, analyze the structure shown below. There are no loads on the structure, but joint is pulled down exactly 0.04 m. Plot shear force and bending moment diagrams. On each diagram for each member, calculate and label the maximum and minimum ordinates (Minimum ordinates are frequently negative values). All members are inextensible and have the same EI value; EI = 18000 kN.m2. 0:04m An inn In DISPLACED JOINT TUUR
For the structure shown below, compute the reactions and draw shear and bending moment diagrams. On...
For the structure shown below, compute the reactions and draw shear and bending moment diagrams. On both diagrams for each member, calculate and label the maximum and minimum ordinates (Minimum ordinates are frequently negative values). 8OKN 5m o m /8 m
Seeking structural engineering help. please answer the entire question, showing all steps. thank ...
seeking structural engineering help. please answer the entire
question, showing all steps. thank you very much!
The structural steel framing plan of the figure represents a floor system for a narrow commercial building. The floor is to support a 6 in. thick reinforced concrete slab, a live load of 150 psf and an additional future load of 20 psf. Use the Allowable Stress Design (as per the class reference materials) and ASTMA36 steel for all members, use 0.6 Fy as...
this is a stuctural analysis assignment question, abbout influence line , use muller breslau principle. CALCULATION KEY...
this is a stuctural analysis assignment question, abbout
influence line , use muller breslau principle.
CALCULATION KEY ORDINATES OF THE influence diagrams drawn.
Q1) Draw the influence line for reaction at A.
Q2)Draw the influence line for shear D.
Q3)Draw the influence line for moment at D.
Q4)Draw the influence line for moment at C.
Q)5The live load is 100kN/m. Calculate the maximum positive and
moment that could be generated at point D to the uniform live
load....
Need a solution for slope-deflection method Question 2 (20 marks) Use the Slope-Deflection Method to analyse...
Need a solution for slope-deflection method
Question 2 (20 marks) Use the Slope-Deflection Method to analyse the frame in Figure 2. Plot diagrams for internal forces (M, V and N). Indicate magnitudes at all significant points. The bending stiffness of members is indicated in the figure. Neglect the effect of shear and axial forces on the structural deformations. 90 kNm 24 kN/m B v 64 kN a, 4m 2m ទឹក 9m Sm A 2ET ZEL 201 6m E] &m E1...
\Please help me to do part (c)Part c) Using the shear and moment diagrams created for...
\Please help me to do part (c)Part c) Using the shear and
moment diagrams created for the beam shown in “c” determine the
maximum bending stress created for the largest positive bending
moment and the largest negative bending moment. Consider the beam
to be a W 12 x 79.
Part a) Draw the shear and bending moment diagrams. Clearly show the values, slopes, and degree of curves (e.g., parabola, 3rd degree polynomial). 10 k 20 k 20 k 75 kN...
Hello can you help me in this question please? 5. 1 kN/m A Draw the shear...
Hello can you help me in this question please?
5. 1 kN/m A Draw the shear force and the bending moment diagrams along the beam. B 10 m 7 m 7 m
this is only possible solving by mechanical engineering none of this civil Engineering guys was solved...
this is only possible solving by mechanical
engineering none of this civil Engineering guys was solved this
question properly. it is my 5th time uploading same question civil
guys pretty much copied and pasted from the already uploaded
solution which are quite wrong . please do it in your own instead
of copying
Analyse the frame in Figure 1 uning the Stape-Deflection Method. Draw the shear force, axial force and bending moment diagrams. Assume that the flexural rigidity is a...
Please help with part C and D 32 1 1/2 in Draw a free body diagram...
Please help with part C and D
32 1 1/2 in Draw a free body diagram for the beam shown above and drive expressions for the support reactions at A and (10 points) FHD 9) EMA = 0 MO O: Mo +2Mo + B₂ (34) LAY BY TAY BUCBA)-3 a 9 +F:0 *DEFX=0 0 Ay+ By MO o Ax By: O:A-MO -> _Ay row internal force shear and bending moment diagrams (10 points) By: 3 INTERNAL FORCE DIAGRAMS ma Meso...
Its a challenging questions please help thanks
May 2019 - 16-Civ-A1 Page 6 of/ Select and answer ONE QUESTION ONLY from Questions #6, #7 or #8. (22) 6. For the frame shown below, using the moment-distribution method or the slope- deflection method, calculate and plot the shear force and bending moment diagrams. On both diagrams, for each member, label the maximum and minimum ordinates (Minimum ordinates are frequently negative values.). All members are inextensible and relative values of El are...
12m- (18) 4. Using the slope-deflection method or the moment-distribution method, analyze the structure shown below. There are no loads on the structure, but joint is pulled down exactly 0.04 m. Plot shear force and bending moment diagrams. On each diagram for each member, calculate and label the maximum and minimum ordinates (Minimum ordinates are frequently negative values). All members are inextensible and have the same EI value; EI = 18000 kN.m2. 0:04m An inn In DISPLACED JOINT TUUR
For the structure shown below, compute the reactions and draw shear and bending moment diagrams. On both diagrams for each member, calculate and label the maximum and minimum ordinates (Minimum ordinates are frequently negative values). 8OKN 5m o m /8 m
seeking structural engineering help. please answer the entire
question, showing all steps. thank you very much!
The structural steel framing plan of the figure represents a floor system for a narrow commercial building. The floor is to support a 6 in. thick reinforced concrete slab, a live load of 150 psf and an additional future load of 20 psf. Use the Allowable Stress Design (as per the class reference materials) and ASTMA36 steel for all members, use 0.6 Fy as...
this is a stuctural analysis assignment question, abbout
influence line , use muller breslau principle.
CALCULATION KEY ORDINATES OF THE influence diagrams drawn.
Q1) Draw the influence line for reaction at A.
Q2)Draw the influence line for shear D.
Q3)Draw the influence line for moment at D.
Q4)Draw the influence line for moment at C.
Q)5The live load is 100kN/m. Calculate the maximum positive and
moment that could be generated at point D to the uniform live
load....
Need a solution for slope-deflection method
Question 2 (20 marks) Use the Slope-Deflection Method to analyse the frame in Figure 2. Plot diagrams for internal forces (M, V and N). Indicate magnitudes at all significant points. The bending stiffness of members is indicated in the figure. Neglect the effect of shear and axial forces on the structural deformations. 90 kNm 24 kN/m B v 64 kN a, 4m 2m ទឹក 9m Sm A 2ET ZEL 201 6m E] &m E1...
\Please help me to do part (c)Part c) Using the shear and
moment diagrams created for the beam shown in “c” determine the
maximum bending stress created for the largest positive bending
moment and the largest negative bending moment. Consider the beam
to be a W 12 x 79.
Part a) Draw the shear and bending moment diagrams. Clearly show the values, slopes, and degree of curves (e.g., parabola, 3rd degree polynomial). 10 k 20 k 20 k 75 kN...
Hello can you help me in this question please?
5. 1 kN/m A Draw the shear force and the bending moment diagrams along the beam. B 10 m 7 m 7 m
this is only possible solving by mechanical
engineering none of this civil Engineering guys was solved this
question properly. it is my 5th time uploading same question civil
guys pretty much copied and pasted from the already uploaded
solution which are quite wrong . please do it in your own instead
of copying
Analyse the frame in Figure 1 uning the Stape-Deflection Method. Draw the shear force, axial force and bending moment diagrams. Assume that the flexural rigidity is a...
Please help with part C and D
32 1 1/2 in Draw a free body diagram for the beam shown above and drive expressions for the support reactions at A and (10 points) FHD 9) EMA = 0 MO O: Mo +2Mo + B₂ (34) LAY BY TAY BUCBA)-3 a 9 +F:0 *DEFX=0 0 Ay+ By MO o Ax By: O:A-MO -> _Ay row internal force shear and bending moment diagrams (10 points) By: 3 INTERNAL FORCE DIAGRAMS ma Meso...
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