EXAMPLE:- For the plan shown below; Estimate number of (bricks) and amount of cement & sand. If the mix proportion is equal to (1:3) for mortar, height of building = 3.12 m, wall thickness=0.23m. D₁ = 1.2x2.2 D2=1x2 B₂=0.9x1.9. W₁=2x1.9 W₂=1.9x 1.9 W8=1X0.5 W4=0.8 x0.4 3.4 2.73 1.8 4.59

EXAMPLE:- For the plan shown below; Estimate number of (bricks) and amount of cement & sand. If the mix proportion is equal to (1:3) for mortar, height of building = 3.12 m, wall thickness=0.23m. D₁ = 1.2x2.2 D2=1x2 B₂=0.9x1.9. W₁=2x1.9 W₂=1.9x 1.9 W8=1X0.5 W4=0.8 x0.4 3.4 2.73 1.8 4.59

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

EXAMPLE:- For the plan shown below; Estimate number of (blocks) and amount of cement & sand. If the mix proportion is equal to (1:3) for mortar, height of building = 3.1 m. 24 January 2023 N 0.2 W4=0.8x0.4) W 8 = 1 x 0.5 W₂= 1.9 x 1.9 W₁=2x1.9 Dg=0.9 x 1.9. D2=1 x 2 W2 D. = 1-2 X2-2 3.1 H3m - Estimation D₂ D- 9.3 1.8 W4 D3 45 W₂ D₁ = 1.2X2-2 D2=1x2 03=0.9x1.9. W₁=2x1.9 W/₂=19x 1.9 VY3=1X0.5 W4=0.8x0.4 52
EXAMPLE: For the plan shown below; Estimate number of ( bricks) and amount of cement & sand. If the mix proportion is equal to (1:3) for mortar, height of building = 3.1 m and width of wall 0.23m. 6 March 2023 W1-1.5*1.8m W2=0.7*0.5m W3-0.9*2m D1=1.2*2.1m W1 D2 1.8*2.2m D3-0.9*2m D4=1*2m 3.40 W3 2.90 -3.00 Kitchen living room -5.30 W3 D4 W3 W1 -2.50- Bathroom D3 D2 1.70 Estimation D1 D3 D3 -3.30 Bedroom Bedroom -3.30- 3.30 W1 4.00 WI 56
EXAMPLE:- For the plan shown below; Estimate number of ( blocks) and amount of cement & sand. If the mix proportion is equal to (1:3) for mortar, height of building = 3.1 m. 6 March 2023 w1 -3.40 DL D1=1.2*2.2m D2=1X2m D2 0.9X1.9m W1-2X1.9m W2-1.9X1.9m W3-1X0.5m W3-0.8X0.4m 3.10 7.00- w3 D2 -3.00 D3 4.50- w2 -0.20 -2.00 3.10 -0.2( w4 1.80 [0.20 54
6. If L is the length and B the width of the brick and t the thickness of mortar, the relationbetween these is O L= 2B O L = B + t L = B + 2 t O L= 2B +t %3D
The results of an experiment to evaluate the effects of a water reducer areshown in Table P6.32.a. Calculate the water–cement ratio in each of the three cases.b. Using water reducer, how can we increase the compressive strength ofconcrete without changing workability? Refer to the appropriate case inthe table.c. Using water reducer, how can we improve workability without changingthe compressive strength? Refer to the appropriate case in the table.d. Using water reducer, how can we reduce cost without changingworkability or strength? (Assume that the cost of the small amountof water reducer added is less than the cost of cement.) Refer to theappropriate case in the table.e. Summarize all possible effects of water reducers on concrete.
Example: Calculate the masonry works above water proofing level for the plan shown in Figure: thickness of walls is 0.24 m, mortar mix ratio (1:3). Clear high = 2.5m. Using: 1. Stone if the volume of voids is 25% from volume of building. 2. Bricks units. W1 WI DI D2 WI W2 113 9.0 -5.0- Width in 1.0 1.2 20 15 1.0 DI DI -2.05 20 W3 Height m 2.2 2.2 1.6 1.6 1.6 5.0 6.0 D2 W2
ASSIGNMENT #5 Using Nominal Mix Design, calculate the individual quantity of cement, sand, gravel, and water for the following structural elements of a given project: 1. Column Footings 2. Footing Tie Beams (FTB) 3. Columns BIG DATA 4. Roof Beams Given: FS = 1.54 Pcement = 1440 kg/m3 Psand = 1600 kg/m3 Pgravel = 1560 kg/m3 Water to Cement ratio = 0.5
Two batches of cement mortar with properties as shown in Table P6.18. Ifmortar cubes are made from these batches, which batch do you expect to havelarger compressive strength? Why?
Transformed Area Method (Concrete Cracked - Elastic Stresses Stage) Problem 2) Modified Problem 2.13 (page 55, McCormac and Brown, 10th Ed.) Change f'c to 5 ksi and cross-sectional properties See figures below. 30 kip W = 2 kip/ft A 10 ft. 20 ft. 30 ft. f'. = 5000 psi 30 in. 36 in. 8 #9 bars 3 in. 3 in. 16 in. (a) Find the reactions at A and B. RA = kip, RB = kip ft*kip (b) Determine the maximum applied moment. Mmax = (c) Calculate the cracking moment of the beam and verify that the beam has cracked under the applied loads. Mer = ft*kip in3 Moment of inertia of gross section, Ig = Modulus of Rupture f, = (d) Calculate the cracked moment of inertia. Note that you will need to first calculate the concrete psi modulus of elasticity and modular ratio. Do not use the textbook modular ratio of n=8. Ec = psi (use the simplified equation for normal weight concrete) Modular ratio, n =
Reference Table: Quantity of Cement and Sand for mortar and plaster in Properties: Length of wall (1) = 4.0 m, use 6" thick CHB; Size cubic meter of door: 0.90 m x 2.10 m Length of wall (2) = 5.0 m, use 6" thick CHB; Size of window: 1.50 m x 2.20m TABLE 2-1 QUANTITY OF CEMENT AND SAND FOR MORTAR AND PLASTER IN CUBIC METER Class Moture Cement in Bags 40 kg Sand cu. m. Proportion Length of wall (3) = 4.0 m, use 4" thick CHB 50 kg 1:2 1:3 1:4 1:5 18.0 12.0 9.0 7.5 14.5 9.5 7.0 6.0 1.0 1.0 1.0 1.0 Height of "A" from floor line to bottom of beam = 2.80m Height of "B" from the ground line to floor line Your answer 0.30m Height of "C" from ground line to bottom of CHB = 0.30m Determine the quantity of 6" CHB for walls 1, 2 and 3. Your answer Quantity for cement in 40-kg bag used as core filler and block laying Your answer 5500
solve Trial Cement (grams) Water (grams) Penetration (mm) Consistency 1 70 30 38 2 70 25 34 3 70 20 28
ASAAPP!! A fence has a dimension of 15 meters long and 20 meters high including the portion below NGL. how many bags of cement will be needed for the cement mortar using class A mix. CHB used is 200x200x400mm