Seminar delivered by Engr. Adam Abinales. The Wind and Earthquake Engineering Seminar was held by ASEP in Cagayan de Oro August 2013 to promote correct interpretation of the Structural Code…Full description
A draft PPT by Tamayo on the awaited Vol 3 of NSCP concerning guidelines for Housing
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ASEP Checklist of Minimum Structural Design DocumentsFull description
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Structural Details in Concrete
Wind Loads NSCP 2015
ch4
aci manual
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HIGHLIGHTS OF CHANGES IN THE 2015 NATIONAL STRUCTURAL CODE OF THE PHILIPPINES VOLUME 1 CHAPTER 4: STRUCTURAL CONCRETE
PART II
DADEC
Engr. DANILO A. DOMINGO, F.ASEP, LM.PICE
Highlights Section 409 — Beams Using the new procedure, the end regions become less congested with reinforcement cages and lowers production cost A new relevant Sub-section 409.5.4.7 for solid precast sections is added to the NSCP 7th Edition.
Highlights Section 409 — Beams Open Web Reinforcement for torsion and shear in slender spandrel beams -an alternative to closed stirrups
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Highlights Section 412 — Diaphragms
Diaphragms typically are horizontal or nearly horizontal planar elements that serve to transfer lateral forces to vertical elements of the lateral-force-resisting system.
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Section 412 —Diaphragms
Typical Diaphragm
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Section 412 —Diaphragms
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Section 412 —Diaphragms
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Section 418 —Earthquake-Resistant Structures Transverse Reinforcement for Column
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Section 418 —Earthquake-Resistant Structures Transverse Reinforcement for Column
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Section 418 —Earthquake-Resistant Structures Transverse Reinforcement for Column
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Section 418 —Earthquake-Resistant Structures TABLE 418.7.5.4 Transverse Reinforcement6 for Columns of Special Moment Frames
where: Ash = total cross-sectional area of transverse reinforcement, mm2 s = spacing, m bc = perpendicular to dimension, m ρs = ratio of volume of spiral reinforcement to total volumn of core confined by the spiral
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Section 418 —Earthquake-Resistant Structures
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Section 418 —Earthquake-Resistant Structures Development Length of Bars in Tension
Highlights Section 418 — Earthquake-Resistant Structures Special shear walls – Subsection 418.10 (equivalent to ACI 318-14M-14 Section 18.10, previously ACI 318M-11 Section 21.9), has been extensively revised in view of the performance of buildings in the Chile earthquake of 2010 and the Christchurch, New Zealand, earthquakes of 2011, as wells as full-scale reinforced concrete building tests.
