Can you explain me in detail with hand written solution 15ALLAA square lead slab of side 50 cm and thickness 10 cm is subjected to a shearing force (on its narrow faof 9 x 104 N. The lower edge is riveted to the floor. How much will the upper edge be displaced ?(Shear modulus of lead5.6 x 109 N m2)%3D(1) 0.16 mm(2) 1.6 mm(3) 0.16 cm(4) 1.6 cmSol. The lead slab is fixed and force is applied parallel to the narrow face as shown in the figure.F-AL50 cmArea of the face parallel to which this force is applied is0.5 m x 0.1 m = 0.05 m?A =50 cm x 10 cm =If AL is the displacement of the upper edge of the slab due to tangential force F, then

Calculating the area of the face on which force is applied: A = 50*100 = 500 cm2 = 500*10-4 m2

ALL 15/ A square lead slab of side 50 cm and thickness 10 cm is subjected to a shearing force (on its narrow fa of 9 x 10* N. The lower edge is riveted to the floor. How much will the upper edge be displaced ? (Shear modulus of lead 5.6 x 109 N m2) %3D (4) 1.6 cm (1) 0.16 mm (2) 1.6 mm (3) 0.16 cm Sol. The lead slab is fixed and force is applied parallel to the narrow face as shown in the figure.

ALL 15/ A square lead slab of side 50 cm and thickness 10 cm is subjected to a shearing force (on its narrow fa of 9 x 10* N. The lower edge is riveted to the floor. How much will the upper edge be displaced ? (Shear modulus of lead 5.6 x 109 N m2) %3D (4) 1.6 cm (1) 0.16 mm (2) 1.6 mm (3) 0.16 cm Sol. The lead slab is fixed and force is applied parallel to the narrow face as shown in the figure.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Two-way slab supported by beams (h=600mm,bw=400mm) constricted of many panels (6mx7m). Find out the minimum slab thickness hmin (mm) considering αm>2.
A slab shown supports the load W1 and W2 for every one-meter strip along the longitudinal section. If the total length L= 15m and W=145 kN/m, at what distance, in meters, from the left end will the shear in the slab be equal to zero?
a 300 mm thick footing slab supports a 300 mm thick concrete wall carrying uniform service dead load of 214.31 kN/m and service live load of 145.94 kN/m. the base of the wall footing slab is 1.2 m from the ground surface. design parameters are as follows: ysoil = 16 kN/m^3, yconci = 24 kN/m^3. qa = 215.46 kPa. f'c = 27 MPa and fy = 420 MPa. 1. calculate the required center to center spacing of 16 mm bars for flexure if the maximum factored moment in the slab is 75 kN.m a. 150 mm b. 180 mm c. 210 mm d. NOTA 52. calculate the ultimate beam shear stress on the footing slab if the footing slab is 2.1 m wide. a. 1.25 MPa b. 0.74 MPa c. 0.87 MPa d. 0.96 MPa
Analyse the cantilever retaining wall to retain soil of earth of height 5.5m above ground level. Soil having bearing capacity and density are respectively 170kN/m2 and 18kN/m3. Use:Concrete grade 25Steel strength 460N/mm2Internal angle of friction 30 degreeCoefficient of friction 0.5
A combined footing carries two columns with the following information: The edge of the left column (400mm x 400mm) is located 0.5m from the edge of the footing The clear spacing between left and right columns are 3.75m Left column carries a tributary area of 135m2. Right column carries a tributary area of 168m2 Column Dead Live Left 4.5kPa 6kPa Right 5.5kPa 7kPa What should be the total length (m) of the footing? Consider 100mm multiples. A combined footing carries two columns with the following information: The edge of the left column (400mm x 400mm) is located 0.5m from the edge of the footing The clear spacing between left and right columns are 3.75m Left column carries a tributary area of 135m2. Right column carries a tributary area of 168m2 Column Dead Live Left 4.5kPa 6kPa Right 5.5kPa 7kPa What should be the total length (m) of the footing? Consider 100mm multiples. 6.5 5.9 5.5 6.1 None of the choices Please answer this asap.…
A rectangular footing is to be used to support a 300 x 400 (400mm side is parallel to the long dimension of the footing) column loaded with 420 kN dead load and 540 kN live load. One side of the footing is 4.0m. Use effective soil pressure of 70 kPa. F'c = 35 MPa and fy = 420 MPa. Use minimum steel ratio for longitudinal bars as 0.0018. Calculate the required number of 16mm bars along the short direction inside the band width?Calculate the total required number of 16mm bars along the short direction outside the band width? Use the governing thickness based on shear requirements on both PLEASE DON'T ANSWER IT INCORRECT OR USE DIFFERENT SOLUTION BECAUSE I WILL READ YOUR SOLUTION AND I NEED IT ASAP
Two columns are 4,634 mm away from each other measured center to center. The loads supported by the columns are listed below. Effective soil pressure is 186 kPa. Left Column (584 mm X 789 mm) (Note that the 789 mm side is flushed to the property line of the building and is parallel to the short side of the footing DL=856 kN LL=844 kN Right Column (478 mm X 789 mm) (478 mm side is parallel to the long side of the footing) DL=827 kN LL=891 kN Calculate the nominal wide beam shear stress in MPa at the left column. Use an effective depth of 700mm I need a complete solution for this, the final Answer is 0.6537.
A rectangular footing is to be used to support a 300 x 400 (400mm side is parallel to the long dimension of the footing) column loaded with 420 kN dead load and 540 kN live load. One side of the footing is 4.0m. Use effective soil pressure of 70 kPa. F'c = 35 MPa and fy = 420 MPa. Use minimum steel ratio for longitudinal bars as 0.0018. Calculate the required number of 16mm bars along the short direction inside the band width.Calculate the total required number of 16mm bars along the short direction outside the band width. Use the governing thickness based on shear requirements on both
The post is fixed to the ground and a rectangular pressure of 7 lb/ ft2 acts perpendicular to the face of the signboard. What resultant internal loadings act on the cross-section through point B of the signpost?
Given: 1. Structural Component: Beam 300 mm x 400 mm Column 400 mm x 400 mm Slab thickness 110 mm 2. Dead Load: Super Imposed dead load = 4.5 KPa (including slab weight) CHB = 3.11 KPa 3. Seismic Parameter: Soil Profile - Sb Closest distance to the source - 10 km Ductility Coefficient R = 8.0 Seismic Zone Z=0.40 Ct = 0.0731 A. Compute TOTAL LATERAL FORCES in the 2nd floor? B. Compute LATERAL FORCES in the 3rd floor?
Q3 Eor the solid slabs shown in Fig (3). find the spacing of (4 12 mm ) bars required at the locations and directions that idicated by the arrows? Assume - f =30 MPa . Fy =400 MPa Slab thickness = 150 mm Col 35+35 e o Al columas are square of 350 ma = 350 mm T
9. The reinforcement ratio of a section with 3-16 mm diameter tension bars, effective depth of 338 mm, and width of 280mm is nearest to a. 0.0064 b. 0.0055 c. 0.0076 d. 0.0123 10. Calculate the minimum reinforcement ratio for a given beam section if f’c=28MPa and fy=345 MPa. a. 0.00406 b. 0.00383 c. 0.00556 d. 0.00446 11. The minimum reinforcements need not be satisfied if As provided at every section is at least _______ greater than As required by analysis. a. 1/4 b. 1/2 c. 1⁄5 d. 1/3 12. For non-prestressed beams with Pu less than 0.10f’cAg, the strain at extreme layer of tension steel shall be at least a. 0.003 b. 0.002 c. 0.004 d. 0.005