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KHATRI INTERNATIONAL, INC. Page 12 of 14 <br />STRUCTURAL & CIVIL ENGINEERS 409 E. Civic Center Dr. <br />R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505 Santa Ana, CA <br />6440 Sky Pointe Dr., #140-299, Las Vegas, NV 89131 July 1, 2025 <br />www.khatrinternational.com , dkhatri@aol.com <br />Tel. (626) 351-4830; FAX (702) 441-7356 <br />____________________________________________________________________________________________ <br /> <br />3. Column Reinforcement Design C1 <br /> Total Dead Load = 242.5psf <br /> Concrete Beam Dead Load = 525plf <br /> Total Live Load = 20psf +40psf + 40psf+ 40psf = 140psf x 0.40=56 <br /> Beam Tributary Width = 28𝑓𝑑 (π‘Šπ‘œπ‘Ÿπ‘ π‘‘ πΆπ‘Žπ‘ π‘’ π‘Žπ‘‘ πΊπ‘Ÿπ‘–π‘‘π‘™π‘–π‘›π‘’π‘  5 βˆ’7) <br /> <br /> Total Distrib Load = 1.2 [(242.5𝑝𝑠𝑓 π‘₯ 28𝑓𝑑)+525𝑝𝑙𝑓]+ <br /> 1.6(56𝑝𝑠𝑓 π‘₯ 28𝑓𝑑)= 11,287𝑝𝑙𝑓 <br /> <br /> Total Distrib Load = [(242.5𝑝𝑠𝑓 π‘₯ 28𝑓𝑑)+525𝑝𝑙𝑓]+ <br /> (56𝑝𝑠𝑓 π‘₯ 28𝑓𝑑)= 8,883𝑝𝑙𝑓 <br /> <br /> <br /> Beam Length 1: 22’-8” (Gridlines C - E) <br />Beam Length 1: 24’-4” (Gridlines E – I) <br /> <br /> Axial Load at Column: =𝑀𝑙 <br />2 =((8.883π‘˜π‘™π‘“ π‘₯ 22.67𝑓𝑑) <br />2 + (8.883π‘˜π‘™π‘“ π‘₯ 24.33𝑓𝑑) <br />2 )= 208.8 π‘˜π‘–π‘π‘  <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />