Referenced concrete Number of student 1 Q1) Slab system consist of one-way slab panels shown in Fig. (1), subjected to the superimposed dead load2.8kN/m2 (excluding self-weight) and live load as listed below assume normal concrete. The slab supported bybeams with bw= 300 mm and h-650 mm and the beam supported by columns with dimensions (300 x 300 mm).f'c =28 MPa, and fy= 420 MPa3.3m3.3 m3.3 m1- Design slab S1 and S2. (use p12 mm)2- Design Beam (B2) for bending. where the beamcarries a brick wall 3 m height and 250 mm width(y brick = 16 kN /m³)B1B2|B2B1Note: consider live load as:S1S2S11- Live Load = 0.22 × (n) +6Where: (n) is Student number2- Consider the Design moments for beam B2 as:Wul?(use 425 mm)Wul?At support = -M =and at Mid span +M12Fig (1).%3D247.3 m

Q1) Slab system consist of one-way slab panels shown in Fig. (1), subjected to the superimposed dead load 2.8kN/m2 (excluding self-weight) and live load as listed below assume normal concrete. The slab supported by beams with bw= 300 mm and h=650 mm and the beam supported by columns with dimensions (300 x 300 mm). f'e =28 MPa, and fy= 420 MPa 3.3m 3.3 m 3.3 m 1- Design slab S1 and S2. (use o12 mm) 2- Design Beam (B2) for bending. where the beam carries a brick wall 3 m height and 250 mm width (y brick 16 kN/m³) B1 B2 B2 B1 Note: consider live load as: S1 S2 S1 1- Live Load = 0.22 x (n) +6 Where: (n) is Student number 2- Consider the Design moments for beam B2 as: Wyl2 and at Mid span +M 12 Wul2 (use 625 mm) At support = -M = Fig (1). %3D 24 7.3 m

Q1) Slab system consist of one-way slab panels shown in Fig. (1), subjected to the superimposed dead load 2.8kN/m2 (excluding self-weight) and live load as listed below assume normal concrete. The slab supported by beams with bw= 300 mm and h=650 mm and the beam supported by columns with dimensions (300 x 300 mm). f'e =28 MPa, and fy= 420 MPa 3.3m 3.3 m 3.3 m 1- Design slab S1 and S2. (use o12 mm) 2- Design Beam (B2) for bending. where the beam carries a brick wall 3 m height and 250 mm width (y brick 16 kN/m³) B1 B2 B2 B1 Note: consider live load as: S1 S2 S1 1- Live Load = 0.22 x (n) +6 Where: (n) is Student number 2- Consider the Design moments for beam B2 as: Wyl2 and at Mid span +M 12 Wul2 (use 625 mm) At support = -M = Fig (1). %3D 24 7.3 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

Q#2: Define the following i) SMRF Structures ii) IMRF Structures Describe the following i) BCP-SP-07 ii) ACI-318 Differentiate b/w the following: i) Ultimate limit states & Serviceability limit states ii) UBC & IB Note: Write the answer in each part word Subject:Reinforced Concrete Design II
Describe Representative aspects of soil nail wall construction.
Casting a Concrete Wall.
State the standard brick size adopted by the Common Brick Manufacturers Association.
Define Decay of Timber
Describe in detail two ways to drain roof water.
Please provide the enough information and definition of these construction terms: Reinforced concrete Reinforcing Steel Bar (RSB) Reporting Request for Extension (RFE) Request for Information (RFI) Resource allocation Retaining wall Right of way Risk management Roof deck Rubblization Safety Sales agent Sample Scale model Scope of Work Scouring Sieve analysis Site inspection Site visit Slope protection Soil exploration Soil Nailing Soil stockpile Spotter Statement of Work Status report Steel pipe
What is semidry scrubbing system?
Prepare sketches illustrating the various types of monolithically cast slab and beam floors and roofs.
how to determine timber density
Define Jet grouting.
Define one-way solid slab.