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Project#: Chase ATM Drive-Thru Clearance Bar REVERENCE <br /> 23091291 Murphys Corner Tekin 1515 132nd St SE,Everett,WA 92802 ENGINEERING <br /> CAST-IN-PLACE PIER DESIGN Primary <br /> b= 2 ft Footing diameter* Soil Class: 4 <br /> Mu= 1.6 k-ft Moment at grade Vu= 0.27 k Shear at grade w= 1.3 Per IBC 1605.3.2 <br /> Ms= I,• k-ft Service M(U.b M) Vs= I. . k Service V(U.6"vU) P= 207.6 lb Lateral Wind Force <br /> s= 150 psf/ft Lateral Bearing per IBC Table 1806.2 <br /> s'= 400 psf/ft Increased per IBC 1806.1 &1806.3.4 <br /> ITERATION PER IBC 1807.3.2.1 DESIGN RESULTS <br /> h= 6.11 ft S1 = 341.4 psf MIN.PIER DEPTH: 2 ft and 7 in Ratio <br /> d= 2.561 ft A' 0.711 ft MIN.PIER DIAMETER*: 2 ft and 0 in 1.291666667 <br /> *Also refers to diagonal of a square or rectangle <br /> F1554 ANCHOR ROD(STEEL)CHECK <br /> Tu= 1.95 kip Rod Tension Fu= 58 ksi Ultimate Strength pn= 15.9 kip Vn= 9.543 kip <br /> Vu= 0.089 kip Rod Shear FY= 36 ksi Yield Strength N= 0.75- N= 0.75 - <br /> drod= 0.75 in Rod diameter Arod 0.442 in2 Area of Rod (1)Hn= 11.93 kip pVn= 7.157 kip <br /> GR.: 36 _ Rod Grade z= 0.07 nl Plastic Section Modulus D/C: 0.164 C;K p/C: 0.012 OK <br /> HSS SQ./RECT.TUBE FLEXURE CHECK <br /> Mu= 1 63 k-ft Design Moment tdes= 0.233 in Mbr.thickness(design) Mn= 24.67 k-ft Nominal Yield Moment <br /> D= 4 in Member depth R= 0.465 in 1 orner Karin(2'tdes) Pb= 0.9 Strength Reduction Factor <br /> g= 6 in Member width An= 0.509 in Area of Corner Radii Twin= 22.2 k-ft Yield Moment Capacity <br /> tnom= 0.25 in Member thickness yR= 0.23 Corner Radii C.O.G. p/C: 0.073 OK Demand:Capacity <br /> Fy= 46 ksi Mbr.Yield Stress Ides= 6.436 in' Plastic Section Modulus <br /> 5 of 5 <br />