Base Plate

Microsoft
Current Date: 01/23/2013 09:48 Units system: Metric File name: C:\Users\amattos\Documents\Agrobetania\Ram\500x16(1).cnx\

Steel connections
Detailed report

______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

Connection name : BPl_CB_N=66.04[cm]_B=66.04[cm]_tp=0.635[cm]_diam=0_hef=5.08[cm]_W=0.794[cm] Connection ID : 2 Design code : AISC 360-05 LRFD
Family Type : Base plate (BPl) : Column - Base (CB)

_______________________________________________________________________________________________________________________________

LOADS Members Load Type

V2 V3M33 M22 Axial [Ton] [Ton] [Ton*m] [Ton*m] [Ton] -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------Column 2 - DL Design --3.40 1.05 -77.00 Design ---54.90 -2.70 -39.00------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Design for major axis
Base plate (AISC 360-05 LRFD)
GEOMETRIC CONSIDERATIONS Dimensions Base plate Longitudinal dimension Transversal dimension Weld size Unit Value Min. value Max. value Sta. References-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

[cm] [cm] [1/16in]

68.00 68.00 6

65.24 65.24 4

----

DG1 B.4.1 DG1 B.4.1 table J2.4-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN CHECK Verification Concrete base Axial bearing Base plate Flexural yielding (bearing interface) Flexural yielding (tension interface) Column Weld capacity Unit Capacity Demand Ctrl EQ RatioReferences

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

[Ton/cm2] [Ton*m/m] [Ton*m/m] [Ton/m]

0.14 5.83 5.83 223.74

0.14 7.20 4.98 127.03

1.00 1.24 0.85 0.57 DG1 Eq.3.3.13 DG1 Eq. 3.3.13 Sec. J2.4

Anchors (ACI 318-08)
GEOMETRIC CONSIDERATIONS

Page1

Dimensions Anchors Anchor spacing Transverse edge distance Effective length

Unit

Value

Min. value

Max. value

Sta.

References-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

[cm] [cm] [cm]

18.00 11.00 96.24

7.62 7.62 --

--98.76

Sec. D.8.1 Sec. D.7.7.1-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN CHECK Verification Steel strength of anchor in tension Breakout of anchor in tension Breakout of group of anchors in tension Pullout of anchor in tension Side-face blowout of anchor in tension Side-face blowout of group of anchors in tension Steel strength of anchor in shear Breakout of anchor in shear...