Analysis And Design Of AS-Shorooq Residential Building An-Najah National University Faculty of Engineering and Information Technology Graduation Project Presentation II Analysis And Design Of AS-Shorooq Residential Building By : *Anas Marwan Hassan Fares 11001743 Graduation Project 2 Presentation

Graduation Project 2 Presentation Outline Abstract. Introduction. Preliminary Design. Model Checks. Dynamic analysis. Final Design. Conclusion And Recommendations Graduation Project 2 Presentation

Graduation Project 2 Presentation Abstract Structural dynamic analysis and design. Located in Tulkarm governorate. Consists of six floors with area equals to 456.56 m2 each. Each floor consist of four apartments. Model on SAP2000 . Hand calculations used to check SAP results Graduation Project 2 Presentation

Graduation Project 2 Presentation Introduction Bearing capacity of soil = 250 KN/m2 . ACI 318-08 , UBC 97 codes were used. Ultimate Design Method was used. Types of load : Live , Superimposed dead , and Dead . Live load used = 2.5 KN/m2 , and in roof used 2KN/m2 Superimposed = 4 KN/m2 , and for roof = 0.5 KN/m2 External wall weight = 20 KN/m Tank load in half of roof = 22 KN/m2 Graduation Project 2 Presentation

Graduation Project 2 Presentation Introduction Structural materials : concrete B350 (28 MPa), and concrete B300 (24 MPa) , Steel with yield strength = 420 MPa. Non-Structural materials : Material Density (KN/m3) Block 12 Plaster 23 Mortar Filling 20 Insulation 0.4 Stone 27 Ties 25 Marble 26 Graduation Project 2 Presentation

Graduation Project 2 Presentation Introduction Load combinations : According to ACI.9.2.1 1.2 × Dead Load + 1.6 × Live Load. 1.2 × Dead Load + 1.0 × Live Load + 1.0 × Earthquake. 0.9 × Dead Load + 1.0 × Earthquake. Graduation Project 2 Presentation

Graduation Project 2 Presentation Preliminary Design   Graduation Project 2 Presentation

Graduation Project 2 Presentation Preliminary Design Beams : three types of beams used : Main beam (drop up) Secondary beam (drop up) Perimeter beam (drop) Graduation Project 2 Presentation

Graduation Project 2 Presentation Preliminary Design Columns : two types of columns used : C 30 × 50 cm C 30 × 30 cm Graduation Project 2 Presentation

Graduation Project 2 Presentation Preliminary Design All slabs without roof Red beams color = 30 × 30 cm Yellow beams color = 50 × 30 cm Blue beams color = 30 × 60 cm Graduation Project 2 Presentation

Graduation Project 2 Presentation Preliminary Design Roof slab Pink beams color = 30 × 25 cm Orange beams color = 130 × 25 cm Blue beams color = 30 × 60 cm Graduation Project 2 Presentation

Graduation Project 2 Presentation Model Checks Modifiers used in modeling : for columns = 0.7 , and for beams = 0.35 Graduation Project 2 Presentation

Graduation Project 2 Presentation Model Checks Slab in X-direction Slab in Y-direction Graduation Project 2 Presentation

Graduation Project 2 Presentation Model Checks Compatibility Check: Graduation Project 2 Presentation

Graduation Project 2 Presentation Model Checks Equilibrium Check: Load SAP(KN) Manual(KN) % Error Dead 25042.652 25184.06 0.56% Live 10549.493 10577.14 0.26% Superimposed 22100.879 22107.779 0.03% Graduation Project 2 Presentation

Graduation Project 2 Presentation Model Checks Internal forces Check: member SAP Moment KN.m Manual moment % difference B1 135.64 148.63 9.57% B2 83.04 96.94 16.74% S1 22.45 21.22 5.48% S2 23.41 24.40 4.23% member SAP Axial KN Manual % difference C1 1581.792 1635.32 3.38% C2 2086.081 2112.036 1.25% Graduation Project 2 Presentation

Graduation Project 2 Presentation Dynamic Design Use Response Spectrum method . Checks done for : period , reaction results of EQ in X and Y according to scale factor, and modal mass participation ratio for sum of X ,and sum of Y. Graduation Project 2 Presentation

Graduation Project 2 Presentation Dynamic Design Input data from UBC 97 : *Zone =2A according to Palestinian seismic map. *Importance factor : building housing = 1 *Response modification factor R:ordinary moment- resisting frame = 3.5 *Soil type = SC *Acceleration seismic coefficient Ca = 0.18 *Velocity seismic coefficient CV = 0.25 *Sway Ordinary Graduation Project 2 Presentation

Graduation Project 2 Presentation Dynamic Design UBC97 Response spectrum curve Graduation Project 2 Presentation

Graduation Project 2 Presentation Dynamic Design Mode # 240 satisfy 90 % in X and Y (check MPMR) Graduation Project 2 Presentation

Graduation Project 2 Presentation Dynamic Design * check was done on Response Spectrum base reaction according to input scale factor , and modified to achieve this condition. * check was done on period for modal #1 , use brace members to modify period to be less than code equation . * Combination for design : DCON1 = 1.4D DCON2 = 1.2D + 1.6 L DCON3 = 1.2D + 1 L + 1Ex DCON4 = 1.2D + 1 L + 1Ey DCON5 = 0.9D + 1 Ex DCON6 = 0.9D + 1Ey Graduation Project 2 Presentation

Graduation Project 2 Presentation Final Design Slabs : for all slabs without roof use 2Ø 10 top and 2Ø 10 bottom. For roof slab : for one half that contain water tank use 2Ø 14 top and 2Ø 14 bottom , and for the other half use 2Ø 10 top and 2Ø 10 bottom. Beams : we found results of longitudinal reinforcing , shear , and torsion , and make unification for similar beams. Graduation Project 2 Presentation

Graduation Project 2 Presentation Final Design Columns : Column name Dimension (cm) AS required(mm2) Number of bars Ties C1 50×30 1561 8Ø16 2 Ø10/25cm C2 2084 14 Ø14 C3 1903 10 Ø 16 C4 30×30 900 6 Ø14 1 Ø10/25cm Graduation Project 2 Presentation

Graduation Project 2 Presentation Final Design Tie beams : 30 × 50 cm Internal External Graduation Project 2 Presentation

Graduation Project 2 Presentation Final Design Shear Wall: thickness = 25 cm. W1 Graduation Project 2 Presentation

Graduation Project 2 Presentation Final Design Shear Wall: thickness = 25 cm. W2 Graduation Project 2 Presentation

Graduation Project 2 Presentation Final Design Shear Wall: thickness = 25 cm. W3 Graduation Project 2 Presentation

Graduation Project 2 Presentation Final Design Footing: F1 Graduation Project 2 Presentation

Graduation Project 2 Presentation Final Design Footing: F2 Graduation Project 2 Presentation

Graduation Project 2 Presentation Final Design Footing: F3 Graduation Project 2 Presentation

Conclusion and recommendations Applied what we learn in previous years to this project. Preliminarily design was done by hand calculations , then final design done by using SAP2000 software. As recommendations in seismic design, drop beams have to be used in the structure , columns have to be symmetric shape like rectangular or circular, external walls have to be reinforced, balcony has to be avoided because if the seismic happens, balcony will fall first. Soft storey has to be avoided too. Graduation Project 2 Presentation

Graduation Project 2 Presentation The End Graduation Project 2 Presentation