Erection Bracing of Low-Rise Structural Steel Buildings phần 6 pptx

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Erection Bracing of Low-Rise Structural Steel Buildings phần 6 pptx

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Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. B 50 15 1 W8X24 0.75 12X12 4.0X4.0X12 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 4X4 4 in. Hook 6 6 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 4X4 3 in. Hook 6 3 Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. B 50 30 1 W8X31 0.75 18X18 5.0X5.0X13 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.875 4X4 4 in. Hook 9 9 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 4X4 4 in. Hook 9 3 Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.7 Prescriptive Requirements for Exposure B, 50 ft. Bays, 15 ft. Column Height, One Story Frame Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.8 Prescriptive Requirements for Exposure B, 50 ft. Bays, 30 ft. Column Height, One Story Frame 47 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. B 50 45 1 W12X65 1.0 22X22 5.5X5.5X17 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 15X15 3 in. Hook 6 3 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 15X15 3 in. Hook 6 3 Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. C 30 15 1 W8X24 0.75 12X12 4.0X4.0X12 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 4X4 3 in. Hook 6 6 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 4X4 3 in. Hook 6 3 Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.9 Prescriptive Requirements for Exposure B, 50 ft. Bays, 45 ft. Column Height, One Story Frame Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.10 Prescriptive Requirements for Exposure C, 30 ft. Bays, 15 ft. Column Height, One Story Frame 48 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. C 30 30 1 W8X31 0.75 12X12 5.0X5.0X12 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 11X11 3 in. Hook 6 6 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 4X4 4 in. Hook 9 3 Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. C 30 45 1 W12X65 1.0 12X12 6.0X6.0X15 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 15X15 3 in. Hook 6 6 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 15X15 4 in. Hook 9 3 Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.11 Prescriptive Requirements for Exposure C, 30 ft. Bays, 30 ft. Column Height, One Story Frame Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.12 Prescriptive Requirements for Exposure C, 30 ft. Bays, 45 ft. Column Height, One Story Frame 49 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. C 40 15 1 W8X24 0.75 12X12 4.0X4.0X12 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 4X4 3 in. Hook 6 6 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 4X4 3 in. Hook 6 3 Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. C 40 30 1 W8X31 0.75 12X12 5.5X5.5X13 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 11X11 3 in. Hook 9 6 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 1.0 4X4 5 in. Hook 9 3 Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.13 Prescriptive Requirements for Exposure C, 40 ft. Bays, 15 ft. Column Height, One Story Frame Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.14 Prescriptive Requirements for Exposure C, 40 ft. Bays, 30 ft. Column Height, One Story Frame 50 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. C 40 45 1 W12X65 1.25 12X12 6.0X6.0X18 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 1.0 15X15 3 in. Hook 9 6 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 1.0 15X15 3 in. Hook 9 3 Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. C 50 15 1 W8X24 0.75 12X12 4.5X4.5X12 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 4X4 3 in. Hook 6 3 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 4X4 3 in. Hook 6 3 Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.15 Prescriptive Requirements for Exposure C, 40 ft. Bays, 45 ft. Column Height, One Story Frame Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.16 Prescriptive Requirements for Exposure C, 50 ft. Bays, 15 ft. Column Height, One Story Frame 51 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. C 50 30 1 W8X31 0.875 12X12 5.5X5.5X17 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 11X11 4 in. Hook 6 6 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 1.0 4X4 5 in. Hook 9 3 Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. C 50 45 1 W12X65 1.25 12X12 6.5X6.5X16 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 1.0 15X15 4 in. Hook 6 9 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 1.0 15X15 4 in. Hook 9 3 Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.17 Prescriptive Requirements for Exposure C, 50 ft. Bays, 30 ft. Column Height, One Story Frame Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.18 Prescriptive Requirements for Exposure C, 50 ft. Bays, 45 ft. Column Height, One Story Frame 52 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. B 30 20 2 W8X31 0.75 12X12 5.0X5.0X18 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.875 4X4 4 in. Hook 9 9 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 4X4 3 in. Hook 6 3 Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. B 40 30 2 W8X31 0.75 12X12 5.0X5.0X18 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 1.0 4X4 5 in. Hook 9 9 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.875 4X4 4 in. Hook 6 3 Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.19 Prescriptive Requirements for Exposure B, 30 ft. Bays, 20 ft. Column Height, Two Story Frame Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.20 Prescriptive Requirements for Exposure B, 40 ft. Bays, 30 ft. Column Height, Two Story Frame 53 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. B 50 30 2 W8X31 0.75 12X12 5.0X5.0X18 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 1.0 4X4 5 in. Hook 9 9 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.875 4X4 4 in. Hook 9 3 Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. C 30 30 2 W8X31 0.75 12X12 5.0X5.0X18 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 1.0 4X4 5 in. Hook 9 9 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.875 4X4 5 in. Hook 9 3 Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.21 Prescriptive Requirements for Exposure B, 50 ft. Bays, 30 ft. Column Height, Two Story Frame Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.22 Prescriptive Requirements for Exposure C, 30 ft. Bays, 30 ft. Column Height, Two Story Frame 54 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. C 40 30 2 W8X31 1.0 12X12 5.0X5.0X18 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 11X11 3 in. Hook 6 6 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 1.0 4X4 4 in. Hook 9 3 Exposure Category Bay Size, ft. Column Height, ft. Stories Column Size Base Plate, Thickness, in. Pier Size, in. x in. Footing Size, ft. x ft. x in. C 50 30 2 W8X31 1.0 12X12 6.0X6.0X14 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.875 11X11 4 in. Hook 9 9 Anchor Rods, Base Plate Shimmed or Grouted Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.875 11X11 4 in. Hook 9 3 Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.23 Prescriptive Requirements for Exposure C, 40 ft. Bays, 30 ft. Column Height, Two Story Frame Note: Footing thickness given is a minimum which must be increased to match embedment plus cover in some cases. Note: Pier size given is the minimum size required for strength. A larger pier may be required to match the column provided. Note: The anchor rod parameters given are minimums. Table 7.24 Prescriptive Requirements for Exposure C, 50 ft. Bays, 30 ft. Column Height, Two Story Frame 55 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. Fig. 7.1 Erection Plan 56 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. . Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. Fig. 7.1 Erection Plan 56 © 2003. in. C 50 45 1 W12X65 1.25 12X12 6. 5X6.5X 16 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 1.0 15X15 4 in. Hook 6 9 Anchor. in. C 30 45 1 W12X65 1.0 12X12 6. 0X6.0X15 Anchor Rods with Leveling Nuts Anchor Rod, Diameter, in. Anchor Pattern, in. x in. Hooked or Nutted Embedment, in. Cover Below Anchor, in. 0.75 15X15 3 in. Hook 6 6 Anchor

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