Recitation 6 Design a one-way slab $3 having a simple span of 4m. The slab is to carry a uniform live load of 7.5 kPa. Assume fc = 27.6 MPa and fy= 276 MPa for main and temperature bars. the slab is not exposed to earth or weather. use unit weight of concrete &c=23,5 kN/m² T am S1 52 54 S3 S4 9m Given: Super imposed Dead loads (from tiles, finishes, MEFPS, Ceiling) Wsp = 2.5 kPa Live Load Wil = 1.9 kpa

Recitation 6 Design a one-way slab $3 having a simple span of 4m. The slab is to carry a uniform live load of 7.5 kPa. Assume fc = 27.6 MPa and fy= 276 MPa for main and temperature bars. the slab is not exposed to earth or weather. use unit weight of concrete &c=23,5 kN/m² T am S1 52 54 S3 S4 9m Given: Super imposed Dead loads (from tiles, finishes, MEFPS, Ceiling) Wsp = 2.5 kPa Live Load Wil = 1.9 kpa

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

Find the safest value of load "P" for the beam loaded shown. fc'=35MPA, Use GRADE 420 steel bar and n=10 The answer is kN. Assume unit weight of concrete = 24kn/cu.m. 200 3 m 1 m toort twit 3P 70 200 2-20 mm O 330 3. BEAM 4-32 mm Ø 300 100 DIMENSIONS ARE IN "mm"
The cross section of a reinforced concrete beam is shown below .( 5 - No . 10 bars )are designed as the bottom bars and No. 3 stirrups as the vertical reinforcement . Considering a clear cover thickness = 1.5 in , sketch the layout of reinforcement and show bar spacings per AC1318-19 . Assume maximum aggregate size = 1 in and the minimum required effective depth of bottom bars = 20 inches .
Principle of Reinforced Concrete Design
ll中国移动 4G PN © 11:50 PM 75% 4 A spiral column with the diameter of 500 mm has the effective height of lo-4.0 m. The axial compressive strength of the concrete is f. - 14.3 N/ mm. The longitudinal steel bars are 6 22 with the yield strength ofS, - 360 N/mm. The spirals are 10@50 with the yield strength of f,- 270 N/ mm². If the concrete cover is 30 mm thick, determine the ultimate compressive capacity of the column.
Based on Eurocode 2 (2004), the flexural capacity of the section shown below Is 60 kN.m for the concrete cylinder strength (fem) of 40 MPa. Estimate the flexural capacity of the section if the concrete cylinder strength (fcm) becomes 30 MPa. 150 mm Lever arm (z) = 180 mm
CAN SOMEONE HELP ME SOLVE THIS REINFORCED/PRESTRESSED CONCRETE PROBLEM. USE NSCP 2015 A concrete beam has a width of 304.8 mm and an effective depth of 495.3 mm. It is reinforced with 14.194 cm2 steel bars with fc′ = 17,237.5 kPa (n = 10). Determine the flexural stresses caused by a bending moment of 84.1 kN·m
3 نقاط The minimum reinforcement using mild steel in slab should not be less than .., if fy=420 MPa ...... 2.0% 1.8% 0.15% 0.18%
Design a two way slab using the Coefficient Method considering an interior panel (Case 2). The slab will carry retail storage from a commercial warehouse for service live load. The dimensions of the interior panel are 4.50 m x 5.50 m. Use 2015 NSCP Strength Design with f'c = 28 MPa and Fy = 276 MPa. Unit weight of concrete is 23.56 KN/cu m. Include simple structural details as part of your output at the end of your computations. Note: Refer to the NSCP for your live load.
Using IS 456