For the figure shown. Design the upper leftmost corner slab. The dead load pressure is 5.19kpa and live load pressure is 2.40kpa. use fc'=21mpa, fy=345mpa. the beam has dimension of 300mm by 500mm. use 10mm main bars. Clear concrete covering = 20mm. Round off the slab thickness to the nearest whole number divisible by 5. As = mm2 D E H K cm F L 2.9m 2.8m 2.8m

For the figure shown. Design the upper leftmost corner slab. The dead load pressure is 5.19kpa and live load pressure is 2.40kpa. use fc'=21mpa, fy=345mpa. the beam has dimension of 300mm by 500mm. use 10mm main bars. Clear concrete covering = 20mm. Round off the slab thickness to the nearest whole number divisible by 5. As = mm2 D E H K cm F L 2.9m 2.8m 2.8m

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

Help!
1. What is the answer? Use the given-required-solution format. Answer step-by-step and use a table if needed. Explain the solution. Simplify your answer.
1) Determine the Centroid of the Shaded Area, Tabulate your answers and solution Y 450 mm 300 mm r= 200mm 75 mm "Units in mm 300 mm 150mm 75 mm 50 150 50
AS3. NO5. DATA ANALYSIS
In (Figure 1), take b = 9 in. and h = 19 in. Figure h 6²-42 b 1 of 1 Locate the centroidy of the area. Express your answer to three significant figures and include the appropriate units. -- ÿ = 570 Submit HA Provide Feedback in STO Previous Answers Request Answer ? * Incorrect; Try Again; 5 attempts remaining
What is the deflection at 2.5 m to the right if B in mm? Indicate the negative sign if the answer is negative. Any GEOMETRIC METHOD Use E=200 GPa, I=300x10^6 mm^4
Question 6 The catchment area of a drainage basin is 2100 km². The length of mainstream (L) is equal to 80 km. The distance along the mainstream from the basin outlet to a point on the stream which nearer to the centroid of the basin is equal to 50 km. If all the assumption of Synder are valid, the lag time and base time (in hours) are respectively (Take, C+ = 1.85 and Cp = 0.45)
i need the answer quickly
Hi, could you please further elaborate (concise and understandable) on how did that person get the final answer especially on 2.14kN, 7.47kN, 5.33kN, and 21.33kN. I get this photo from youtube. He/She didn't explain how she/he got the final answers. He/She only explained the summation or how he/she get the equation. note: I will dislike it if your explanation in the final answers isn't elaborated and not easy to understand.
Consider the following free-body diagram. | 2 N/m 15 m Ay By Compute By and select the correct answer from the following. O a. No correct answer given O b. 10 N O C-15 N Od. 15 N Moving to the next question prevents changes to this answer.
Use virtual work method and determine the following unknowns on the frame shown below. Use I = 800 x 106 mm4 and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. GIVEN: a. 18.00 b. 36.80 c. 3.50 d. 5.70 QUESTIONS: 1. Vertical deflection at point C in mm. 2. Horizontal displacement of joint B in mm. 3. Slope of at D in degrees.
i need the answer quickly