return period, 3‐second gust) Exposure B, C, and D Seismic Design Category (SDC) In short, dead load is the weight of structure itself. The existing plans of the building were used for the design of the building model. 5. design of the dead loads, live loads, wind loads, and earthquake loads of NSCP 2010 and NSCP 2015. Load Combinations from NSCP 2015 Publication date 2015-01-01 Topics NSCP, 2015, Structural, Code Collection opensource; community Language English. Live loads Dead loads Roof loads 2015 Jobsite Codes.indd 5 12/15/15 3:22 PM. material specification of slab (nscp 2015) dead load (from table 204-2) design criteria ceiling suspended metal lath and gypsum plater (pc) 0.48 kpa cement finish (25mm) on stone-concrete fill (pcf) 1.53 kpa electromechanical (pem) 0.10 kpa live load (from table 205-1) … Dead loads are the loads that are permanent and stay constant for a long period of time. NSCP 2015 Load Combinations - Free download as Powerpoint Presentation (.ppt / .pptx), PDF File (.pdf), Text File (.txt) or view presentation slides online. National Structural Code of the Philippines 2015 Edition. Wind load was neglected because of the residential building to be built was located in between of other structures. Using LRFD LC-2, the combined design load equals 1.2 times the dead load plus 1.6 times the live load, or 15.6 kips. Loads, Building data and Material Properties Loading: NSCP 2010 Minimum Design Loads Table 1. Dead loads consist of the weight of all materials and other appurtenances incorporated into the building or other structures. Dead loads, live loads, wind loads, and earthquake loads were the loads needed to be compared in the study. NSCP 2015 by NSCP. Partition Dead Load Wall Assembly Dead Load Floor Dead Load Roof/Ceiling Assembly Dead Load Floor Live Load Roof Live Load Ceiling Live Load Ground Snow Load Wind Load Seismic Load 10‐20 psf 110‐195 mph wind speed (700‐yr. Minimum Design Dead Loads Component Unit Load, KN/m2 Ceillings Plaster on Tile or Concrete 0.24 Acoustical Fiber Board 0.05 Suspended metal lath and gypsum plaster 0.48 Mechanical Duct Allowance 0.20 Covering, Roof and Wall Asphalt Shingles 0.10 Sources of load considered are only the dead, live and earthquake load. 1.2D + 1.0E + L + 0.2S When H loads are present, they shall have 6. 0.9D + 1.0W a load factor of 1.6 when adding to load 7. The foundation of the structure was not designed. 6 2015 HOME BUILDERS’ JOBSITE CODES Note: The roof is designed for the roof live load (not more than 20 psf) or the snow load, whichever is greater. The study compared the structural designs of a standard three-storey building in Apayao using the NSCP 2010 versus using the NSCP 2015. The reactions resulting from the dead load and live load specified in Table 1607.1, or the snow load specified in Section 1608, in accordance with Section 1605, acting on the cantilevered portion of the deck, and no live load or snow load on the remaining portion of the deck. 0.9D + 1.0E effect, or 0.9 when resisting the load when permanent. The factor for dead load (1.2) is lower than the factor for live load (1.6) because dead load is more predictable than live load. Addeddate 2017-04-12 06:58:57 Identifier NSCP2015 Identifier-ark ark:/13960/t9s239474 Ocr ABBYY FineReader 11.0 Ppi 600 COMPARISON OF STRUCTURAL DESIGNS OF A LOW-RISE Cold Weather Loads Snow • Typically applied to exposed roofs or decks • Ground snow load commonly ~ 10 psf • Usually roof live load governs unless snow drifts are considered Frost Heave • Condition where soil under footing freezes and exerts upward movement on the foundation • Bottom of Footings must be below frost depth to avoid this It only covered changes and developments in the Chapter 2 – Minimum Design Loads, Sections 203, 205, 207, and 208. In the NSCP 2015 section 204, it contains the reference for dead loads. Based on the NSCP 2010 the following loads were defined. To correctly apply the values of the tables and