Sample Structural Analysis and Design CriteriaFull description
Sample Structural Analysis and Design Criteria
Sample Structural Analysis and Design CriteriaFull description
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Sample Structural Analysis and Design Criteria
structural design criteria
structural analysis and design lectures
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with concrete design of beams, columns and footings with seismic and wind design
Structural Analysis and Design of Process EquipmentDescripción completa
machine foundation design
Australian code design criteria
Part 4 -Bridge Design ManualFull description
Structural design is primary aspect of Civil Engineering. The very basis of construction of any building, residential house or dams or bridges, culverts, canals etc. is designing. Structural engineering has existed since humans first started to const
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crane
"Shear wall in a building construction, a rigid vertical diaphragm capable of transferring lateral forces from exterior wall , floors and roofs to the ground foundation in a direction parallel to their planes . Example,.reinforced concrete wall. Wind
By Prof Vacareanu for F.I.L.S. students
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Structural AnalysisFull description
PROJECT
:
LOCATION :
2-STOREY RESIDENTIAL BUILDING BONIFACIO EXTENSION, AGUADA, OZAMIS CITY
STRUCTURAL ANALYSIS AND DESIGN CRITERIA DESIGN CRITERIA: Live Load Floor Load Dead Load
(Wall dead weight with opening) (Wall dead weight without opening) (Floor Dead weight plus floor finishes) (Concrete) (3.0 ksi) “Class A”
200GPa 276 MPa Main Reinforcements Grade 40 228 MPa Secondary Reinforcements Grade 33 10 mm diameter 16 mm diameter
Seismic Zone Factor, Z: 0.40
Section 208.4.4.1 of NSCP 2010
Importance Factor, I: 1.00
Standard Occupancy. Section 208.4.2 of NSCP 2010 Pension House Building
Rw
:
8.5
Structural system numerical coefficient representative of the inherent over-strength and global ductility capacity for Concrete Moment Resisting Space Frame system.
Na Nv
: :
1.0 1.0
Near source factor – near Western Mindanao Fault Near source factor – near Western Mindanao Fault
Soil Type, S
:
4.0
Soil Profile – Silt Medium Dense/ Clay Med Stiff
100 kPa
Maximum Soil Bearing Capacity, from table 7.7 See Soil Testing Result.
Soil Bearing Cap:
Max. EQ Mag:
Load Combination
:
7 & up
Maximum Earthquake Magnitude consideration
As per Section 409.3 of the NSCP2010 6th Edition 1.4 Dead Load
(409-1)
1.2 Dead Load + 1.6 Live Load + 0.5 Roof Live Load
(409-2)
1.2 Dead Load + 1.0 Live Load + 1.6 Roof Live Load
(409-3)
1.508 Dead Load + 1.4 Earthquake + Live Load
(409-5)
1.208 Dead Load + 1.4 Earthquake Load
(409-7)
As per Section 426.409.2 of the NSCP2010 6th Edition 1.358 Dead Load + 1.275 Live Load + 1.4 Earthquake
SIGNED BY:
ENGR. JOSEPH CLOYD L. LAMBERTE, MSCE Structural / Civil Engineer Member: Philippines Institute of Civil Engineers Member: Structural Engineers Association of Davao PRC NO.: 0076882 PTR NO.: 2328937 A DATE : 01-11-13 TIN : 192-113-879