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� <br /> Project#: 16011-0273 Page#: 2 <br /> Praj.Name: ATS Everett <br /> Engineer: TGX Date: 8l3012616 <br /> � � � � � �= � � � Subject: CU-45TON Anchorage <br /> Seismic Desiqn Requirements for fVonstructural Components-ASCE 7-1 Q Chapter 13 <br /> Equipment: CU-45T01V <br /> Cabine#Geometry: Seismic Coefficients <br /> ��a�= S.5 ft Overall heighf SDC= D Seismic Design Category <br /> h_s= 3.6 Pt Seis.Centroid=112(Unit}+Curb S�S= 0.96 Design spectral acceleration <br /> h_w= 3.3 tt Wind Centroid=t/2(H_tot) a�,= 1.p ASCE 7-10-Tabie 13.6-t <br /> D= 6.67 ft Qist between attachment Rp= 2.5 ASCE 7-10-Tabie 13.6-i <br /> N= 4 Attachments supporting weight Ip= 1.0 Camponent Importance <br /> �ar= 2 Attachments resisting OT 52�, 2.5 <br /> Weight <br /> �`iP= 2.47�iP z= 30.Q ft <br /> h= 30.Q ft Height of building <br /> Wind Load Seismic Caiculations <br /> Wind Pressure= 35.2 psf LRFD Level p.� �n�,�SUs x W� z <br /> Wind Width= 8.25 ft Fp.�atc = �p �1-I-2 h� ��.�am= 1.14 kips <br /> Wind Load= i,8g kip /1� Equation 13.3-1 <br /> Center of Wind 3.250 <br /> Hp.neax = 1.�"S�S fi�p fi Wp Ft�.,nax= 3.8 kips <br /> �s�- 2•5��P Equation 13.3-2 <br /> �� 5 <br /> F�.nctie=0.3+Sps�Ip�*wp Fp.n,in= 0.71 kips <br /> � �� Equation 13.3-3 <br /> ` �� Wind Load L887 kip <br /> ���� Gantrolling Des�gn Shear Force ' ! , Fp ° 7.89 kips ,` <br /> .. µ.: �; <br /> ��,= 1.89 kiR� .� � Con'trolleri by`!Nind ,; .x�4.�., FP,A�'D U.6*Fp. , ' 1,13 kips .; ;.� <br /> � s,.. ,,wu_ <br /> `� � ��� <br /> � �'� � Reactions <br /> h=3.25 ft ��� N= {4) Attachments supporting weight/resisting shear <br /> �'����� Nor= (2) Attachments resisting OT <br /> �£.'�����. ' �ateral Load in the X-direction <br /> I (+value 2qual compression) <br /> Point A Point C <br /> � 6.67 ft Dead +0.6 kip..�. +�J,6 kip Rx=W�!N <br /> Rn �c Wind -0.5 ki� +4.5 kip R;�=F�,'h/D <br /> 5e'tsmic -0.3 kip +0.3 kip <br /> Max EC2 Q.57 kips Q.89 kips (1.0+.145DS)D+0.7EQ <br /> ....__,. <br /> Min EQ Q.69 kips .0.48 kips {0.6-.14SD5}D+0.7EQ <br /> Max Wind �0.34 kips 0.89 kips Q+Q.6W <br /> �Ain+Nind 0.09 kips 0.65 kips 0,6D+O.6�N <br /> Max EQ 0.58 kips 1.14 kips {1.2+.2SDS)D+1.OEQ <br /> Min EQ -p.03 kips 0.53 kips (0.6-.2SDS)Qrt1.0EQ <br /> Max Wind Q.2&kips 1.24 kips 1.2D+1.ONJ <br /> Min Wind 0.49 kips 0.65 kips �.6D+0.6W <br /> '"�' , ;������` Tension °��Compression ',.�Shea�,. <br /> , 31VIax 7 " 1.20 kiPs.: ,l> 0.47,kips LtiF� <br /> ' 'Loads " - 0 03 kip 0 47 kips <br /> � � <br /> fZp Loads. 0.06 kip 1.18 kip <br />