H.W 1: Design the slabs for the building shown below. The slabs carry live Load = 6 kN/m² and (7 cm Stone and mortar and 3 cm plastering) as dead load in addition self-weight. Clear cover = 20mm ,use $12 mm bars .beams (400×700mm) Use fe= 35 Mpa, fy= 480 Mpa, Ytiles 29 kN/m³ and Yplaster = 20 kN/m³. = 11.25 m 5.25 m 5.25 m 5.25 m

H.W 1: Design the slabs for the building shown below. The slabs carry live Load = 6 kN/m² and (7 cm Stone and mortar and 3 cm plastering) as dead load in addition self-weight. Clear cover = 20mm ,use $12 mm bars .beams (400×700mm) Use fe= 35 Mpa, fy= 480 Mpa, Ytiles 29 kN/m³ and Yplaster = 20 kN/m³. = 11.25 m 5.25 m 5.25 m 5.25 m

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

Completely solve! and box the final answer
B1
Give two reasons why the tension development length is longer than the compression development length.
Evaluate the use of steel bars as a chosen material in concrete beams
Why is the weight of steel column per linear foot not necessarily correlated to the nominal compressive stregth of the column?
Note: Read the question carefully and give me both right solutions with clear calculations. Don't copy from already available solutions.
The beam shown in the figure below is subjected to a factored shear force of 200 kN and shear resisting capacity of concrete for the given amount of reinforcement provided is 0.62 N/mm2. The shear stress for which beam should be designed is N/mm?. 1200 120 380 3 - 220 40 250 (All dimensions in mm)
ANSWER THE PROBLEM GIVE WHAT IS ASKED, SHOW YOUR SOLUTION, AND BOX THE FINAL ANSWERS. WRITE IT ON A CLEAN PAPER CLEARLY. I WILL GIVE THE FEEDBACK RATING AS POSSIBLE, YOU CAN ANSWER IT. THANK YOU
4. According to ASTM A615, what are the minimum yield stress, tensile stress, and elongation for a No. 6 Grade 100 bar?
Civil Engineering The section of a beam near a column is given below. Area of the top reinforcement is 800 mm2 and bottom reinforcement is 300 mm2. Is the section under or over-reinforced if the balanced reinforcement ratio is po =0,0209? bw = 200mmd= 300mm bw a) O Under-reinforced since 800 mm2 Asb e) Over-reinforced since 300 mm2 > Asb What is the distance of the neutral axis c from the top of the beam, if the top portion of the beam is in compression. Concrete is C30, longitudinal steel bars are o16 and made of B420C steel. Use design strengths in computation. b = 800 mm, d = 500mm, h For C30 concrete k = 0.82. your = 100 mm, b, = 300 mm. Hint: a) 53 mm b) O 46 mm c) O 20 mm 32 mm 26 mm