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THOMAS <br /> SIGN &AWNING COMPANY, INC. <br /> . , � . ..�,. ,. w, � , <br /> ,N,• �amole Calculations: <br /> qh=0.00256*Kz*Krt*IC�*Vult� <br /> F=Qn*G*�r*A5 <br /> M = F*Zcentroid <br /> � T = F*X�entroid <br /> sr <br /> � <br /> Cabinet Pole <br /> Width (ft) 9.92 <br /> Height(ft) 11.00 11.00 <br /> Depth (ft) 2.50 <br /> Z�„tr,,d (ft) 6.05 6.05 <br /> ^oentroid ��� <br /> Weight(ib) 327 313 <br /> S.� Cf(A8c6) 1.47 1.47 <br /> e� P (psf) 36.0 36.0 <br /> CASE A Force (k) 3.34 <br /> CASE B Force (k) 3.34 <br /> l+--3'-0'0 <br /> Steel Design per ASCE 7-10 Load Combinations (Sec 2.3.2) <br /> Member: HSS6.625X0.280 <br /> Pu = 0.8 k �p� = 77.4 k Combined Torsion, Shear, <br /> Vu = 3.3 k �Vn = 59.0 k Flexure,and Axial Loads <br /> Mu = 2Q.2 kft �Mn = 33.1 kft 0.69 < 1 <br /> Tu = 6.6 kft �Tn = 31.3 kft <br /> Foundation Design (per IBC) <br /> d=0.5*A*{1+[1+(4.36*h/A)]^(1/2)} with A=2.34*P/(S_1*b) <br /> Diameter = 3.0 ft <br /> h = 6.1 ft Provide HSSS6.625"0 x 0.280" round structural tube <br /> P = 2.0 kips (A500, Grade B) or steel pipe 6"0 std. <br /> S_1 = 600 psf Provide 3'-0"0 x 6'-0" deep auger-drilled concrete <br /> b= 3.00 ft foundation (3000 psi minimum concrete compressive <br /> A= 2.61 strength). Direct bury tube 5'-6" into foot����a��r <br /> D = 5.65 ft ,`�<�.��P `S,q y���ii <br /> `���\..�.•�G�jd' .�,�'��.. <br /> a, ♦ <br /> TSA Sales Acknowledgment #: 88690 ''� �� _/pj/�-� ' <br /> > <br /> Page 2 of 2 = � _ <br /> '�- <br /> ,�'�� t;T � � �� :U✓► <br /> ��"�s``g r^ o �;�tl'+�) •�.:'•�\,y`� <br /> d � ^y ., , °�,,j,�Os�'4 <br /> r����6�,��+J��� \��, <br /> `�oaf�is�oro►r�► <br />