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Roof weight Ceiling MEPF Purlin self-weight Dead load Live load Roof live load Wind load
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Iy 75062.63 42622.81 42622.81 34058.14 34058.14 228424.53ģ 8 degrees Distance between rafters/trusses L Length of overhang Lc Spacing of purlins s Location of sagrods (1 = no sagrod, 2 = sagrods midpoints, 3 = sagrods third points) sagrods Roof angle θ 3 | Material properties Yield strength Ultimate strength Modulus of elasticity Moment of inertia about x-axis Elastic modulus about x-axis Radius of gyration about x-axis Plastic modulus about x-axis Moment of inertia about y-axis Elastic modulus about y-axis Radius of gyration about y-axis Location of plastic neutral axis from left end Plastic modulus about y-axisĢ28,424.53 5,162.56 23.62 38.13 10,926.23 (1/3)*b*t³ 140.63 69.75 69.75 13.50 13.50 307.13Ĭross-section area Linear weight x-coordinate of the section centroid y-coordinate of the section centroid Design criteria is the most important sheet because parameters like rebar strength, concrete strength as shown below must be linked to all excel sheets containing the beam design, column and footing design.Roof C-purlin and sagrod design in accordance with NSCP 2015 2nd printing 1 | Section properties 1.5 12 Depth of purlin Width of purlin Length of purlin lip Thickness of purlinĦ5 web flange top flange bot lip top lip bot TOTALSĪi*xi 140.63 3022.50 3022.50 1156.50 1156.50 8498.63ĭxi² 400.15 137.98 137.98 1891.93 1891.93Īi*dxi² 75027.48 12831.81 12831.81 34054.76 34054.76
#NSCP 2015 SOFTWARE#
However, some structural engineers still preferred to use both analysis software and spreadsheets. In designing, an engineer may use one software alone to design the structure. AISC - American Institute of Steel Construction. ACI - American Concrete Institute is the body publishing the concrete provision referred in IBC.ģ.
#NSCP 2015 CODE#
ASCE 7 - This code covers the provisions in seismic,wind and minimum loading condition and combintation to be used.Ģ. In the USA, some of the governing codes are the following:ġ. This is a document showing that you followed the appropriate codes used in the country or state where you are designing. Thus, submission of Design Report is a must. Structural engineers designing residential buildings will need to compile their calculation to satisfy their client requirements.
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Because you will need to determine the max and minimum reinforcement ratio, from these parameters. These are important in design procedures of structural elements.
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