[[xJ=E) StatiCa® Project data Project name Project number Author Description Date grsrz023 Design code AIs¢ 360-10 Material Steel A872 Gr50 Concrete 4000 psi, 3000 psiProject: Project no: Author: Project item CON1 [[nJ=E) StatiCa® Design Name cont Description analysis ‘tvs, sta simplified loading Design code ASC -ASD 2010 Beams and columns © cross-section PDifection y-Pitch a-Rotation Offsetex Offsetey Offset eZ Forces in Name | Cross-eecth n a tl {rom} rm] tommy eves COL 2-hwsoox250 00-900 00 ° ° 0 Node Cross-sections Name Material 2 hd00x250 A572 650 Anchors Diameter fu Gross area Name Bolt assembly ‘en tay a + Ag07 + a307 26 4140 507Project: Project no: Author: Load effects (equilibrium not required) Name let cou Lez cou Foundation block cat Dimensions. Depth Anchor ‘Anchoring length ‘Shear force transfer Check ‘Summary Name Analysis Plates Anchors Weles Concrete block Shear Buckting Plates Name count conn coLwt BPI wiota woot wiote woot wiote woo1r Design data Material A572 6150 Member [MPa] 348.7 344.7 348.7 348.7 344.7 348.7 3447 348.7 3447 344.7 N wy ro) NI 7150.0 30 7640 50 tom Value 100.0% 0.0<5.0% 0.0< 100% 844 < 100% 302 < 100% 43.1.< 100% Not calculated Thickness Leads im 100 LEZ 10.0 Let 80 Let 160 Let 120 Lee 120 Lee 120 Let 120 Let 120 Let 120 LEZ y MPa} [=] StatiCa* ve Mx My Me i) iN aN 170 00 480 50 50 00 40 100 Value unit 650x800 mm +1000 mm A307 00 on Frtion Check status oK oK oK ok oK ok ME, REA checkstatus 1356 00 00 ok 1889 00 90. ok 137200 00 ok 1236 00 00 ok 758 00 00. ok 1505 00 00 ok 145300 00. ok 11900 00 ok 143200 00. ok 0 00 00 ok ta near 50Project: Project no: ([a[=F] StatiCa’ Author: one me ‘Symbol explanation oF Plastic eran oCe8 Contact stess, oes Eq stress y Yield strength im Limit of plastic stain Overall check, LE2Project: Project no: ([a[=F] StatiCa’ Author: eee ee ae (%) 150% 100% (6.00) 0.00—o% ‘Strain check, LE2 IMPa] 3aa7 325 300 25 250 28 200 175 150 125 100 % 50 Fry & Equivalent stress, LEZ 00Project: Project no: ([[]==) StatiCa’ Author: ” Anchors shane a aM tee 00 00 42.1. 00-0000 OK a2 tee 00 00 3421.00 :«90——«00 OK ¥ $ AS Le2 0.0 0.0 342.4 0.0 00 0.0 OK Mm Lee 00 00 442.1 00-00-00 OK As Let 00 00 42.1 00 «00-00 OK As tet 00 00 442.100 «9000 OK ar tet 00 00 2.100 «0000 OK ae tet 00 00 421-00 «00-00 OK Design data 1193 a. Symbol explanation Ny Tension force v Resultant of shear forces Vy, Vein bolt Mop Conerete pryout strength in shear - ACI 318-14 — 17.5.3 uy Uskzaton in tension Us Uszaton in shear Us Usizaton in tension and shear Neg Stee strngth of anchorin tension -ACI 310-46 = 17.4.4 Vea Steel strength of anchor in shear - ACI 318-14 - 17.5.1Project: Project no: ‘StatiCa® Author: Welds om Edge xy Tt ate amy toads gt) KM Status ert COLM! 60m aK2u BOR 25038 LEZ HAA 255 US OK cox 42k ATR 8G LEZ 13.2265 50.4. OK ort COLMT 60m 442m a5OR 5036 LEN N67 254 63.0 OK cox 442k AR 25D 0G LET «17.9269. 057_OK art COLwt 60m 435K a5OR 7938 LEI «172249690. OK cx 495k 45STR BOG LET 189 4973.4 OK art Wide E60 MIR BOR «100=S«20:LEZ?_SSS 1ST 5B._OK G50x 462k 48RD 20 LEZ 55158 349 OK coum! wines : 0 0 - 2 = Ok ert WiDr Ee 462k 480K 10020 LEZ DAG BKB OK Esa 442k 48OR 10D 20D 157519. OK count = win Ea : wo - = OK art WiDte E60 aK 2R SOR 100S 20 LE «B57 8A. OK Fx ah2R_— ATR 10020 LET 8315758 OK coLott wide Eada : wo 0 - oe = Ok art wind Ee 487R48OR 1000 LET 107157682 OK cx 442k AOR 10S 20 LET. 100157642 OK Co - ee - += OK ert wiDie 60x 442m BOR] 2 LEH 2148 NT OK cox 442k aR D2 LET «MKB 7.R_OK COLD Wide EBD aR 1SDS19 LEY OTS 843 OK cox 462k AERO LET. «7 HS 84 OK et win = Eom 462k 48820 LEZ 72152 TA OK cox 442e 48RD 20 LEZ 72 153472 OK cout WO EBD ak aBOR15DS19 LEZ AHA 55B OK Cox 4h2e 4119 LEZ AHS 85S OK ‘Symbol explanation Th ‘Throat thickness of weld & Log size of weld L Length of weld be Length of weld ertical element Fo Force in weld ertical element Weld resistance AISC 360-16 J2.4 ut Utiization Concrete block AL A ° ut [mma] mma] [MPa] 6) cat Le2 224608 503620 a4 30.2 OK tom Loads StatusProject: Project no: Author: ‘Symbol explanation Ay Loaded area Aa Supporting area ° ‘Average stress in concrote ut Usiization Shear in contact plane ‘Symbol explanation Buckling Buckling analysis was not calculatod. Code settings Item Value unit Fiction coefficient - concrete 040 - Friction coefficient in sip-resistance 030 : Umit plastic strain 0.05 - Plastic Weld stress evaluation Plast ation Detailing No Distance between bolts fd] 286 - Distance between bolts and edge [4] 125 - Concrate breakout resistance check Both Base metal capaci check at weld fuslon yy Cracked concrete No Local deformation check No Local deformation limit 0.03 - Geometrical nonlinearly (GNA) Yes [[nJ=E) StatiCa® Reference ACI 349 -B.6.1.4 AISC 360-10 13.8 AISC 360-10 - J3.3, AISC 360-10-J.3.4 AISC 360-10: J2-2 ACI 318-14 — Chapter 17 CIDECT 0G 1,3-1.1 Analysis with large deformations for hollow section joints