Design of RC Rectangular Section NSCP ACI XLS

Title Design of RC Rectangular Section NSCP ACI
Author Jazelle Domingo
File Size 55 KB
File Type XLS
Total Downloads 165
Total Views 804
Summary

E. B. NALDOZA Engineering Design Project Proposed 2-Storey Rest'l. Ref. No. Registered in Dublin, Ireland (with Branch Office in Building in Laguna 2011-001 Cavite, Philippines) Subject 2/F Beam Eddie Naldoza, BSc MIES MPICE 2B1 E: [email protected] Calculated Checked Date Page W: www.ed...

Description

E. B. NALDOZA Engineering Design Project Proposed 2-Storey Rest'l. Ref. No. Registered in Dublin, Ireland (with Branch Office in Building in Laguna 2011-001 Cavite, Philippines) Subject 2/F Beam Eddie Naldoza, BSc MIES MPICE 2B1 Calculated Checked Date Page E. Naldoza 18/06/07 ### of### LOADING ANALYSIS Tributary Loaded Width = 6.00 m A. Dead Load Span (Uniform) Slab Self Weight = 24.00 x 6.00 m x 0.55 m = 79.20 kN/m Finishes = 0.50 x 6.00 m = 3.00 kN/m Total DL = 82.20 kN/m 1.4 DL = 115 kN/m B. Live Load Span (Uniform) Carpark = 15.00 x 6.00 m = 90.00 kN/m Total LL = 90.00 kN/m 1.6 LL = 144 kN/m E: [email protected] W: www.eddienaldoza.com kN/m3 kN/m2 kN/m2...

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