Enjoy learning civil engineering techniques on your own in the field of structural design, quality control, or quantity surveying through this website. Cross ties shall have 135° hook at one side extended at more than 75 mm or 6 at its opposite side. #Nscp 2010 pdf download codeWe have the National Structural Code of the Philippines, 7th Edition or NSCP 2015 made by Association of Structural Engineers of the Philippines or ASEP. Precast concrete (Manufactured Under Plant Conditions).The Following minimum concrete shall be provided for reinforcement. These deformed bars when used as longitudinal reinforcement resisting earthquake-induced moment, axial force, or both should be in accordance with ASTM A706M for Grade 420, and ASTM A615M Grade 280 if the actual yield strength based on mill test does not exceed fy by more that 125 MPa and the ratio of the actual tensile strength to the actual yield strength is at least 1.25 and ASTM A615M Grade 420 if the actual yield strength based on mill test does not exceed fy by more that 125 MPa and the minimum elongation in 200 mm shall be at least 14 percent for bar sizes 10 mm ϕ through 20 mm ϕ at least 12 percent for bar sizes 25 mm ϕ through 36 mm ϕ and at least 10 percent for bar sizes 40 mm ϕ and 50 mm ϕ. When we talk about the reinforced concrete, we focus our design, we look at Chapter 4: The Structural Concrete. It must be a standard practice that proportioning of members of structural members of special moment frames start with structural conceptualization based on architectural requirements to satisfy aesthetics aspects of the building design.The designers are trained to meet the code. It carries a concentrated factored load, Pu=200KN (40% DLcand 60%LL), at midspan.… Enjoy learning civil engineering techniques on your own in the field of structural design, quality control, or quantity surveying through this website, Since the Philippines is mostly in Seismic Zone 4, it is very important to know what type of structural frame to be used to ensure the life safety performance of the structure. The doubly reinforced concrete beam design may be required when a beam’s cross-section is limited because of architectural or other considerations. If the longitudinal reinforcing bars secured by crossties are confined by a slab on only one side (spandrel condition), the 90.
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