Assignment Directions
Structural Drawing Framing Plan Project
Border and Title Block
The student will set up and draw a standard border and title block for size "C" paper with the following parameters: (This format will be used on all drawings in the set)
Title Block
Revisions Block
Bill of Materials: Handout (on all shop drawings only)
North Arrow (on all plan views)
General Notes
S-1 Framing Plan
Construct the Plan view of the assigned structural framing problem.
Use the assigned border and title block and revisions block.
Include all dimensions.
Add the title of the drawing, scale, and north arrow.
Add the following general notes:
TOPS OF ALL BEAMS FLUSH
ANCHOR BOLTS ARE 3/4" dia
ALL BOLTED CONNECTIONS ARE 3/4” DIA A325-N BOLTS
MATERIAL: ASTM A992, Fy=50 ksi
SPECIFICATIONS: AISC, ASD, 13TH EDITION
Add detail callout designations at the following locations:
At Column 1D
At Column 2B
At Column 1B
At the intersection of a W10 x 45 beam and a W6 x 20 beam
At the intersection of a W10 x 45 beam and two W6 x 20 beams
Add section marks at the following locations:
Cut and draw a section view between columns 2 and 3 looking north
Cut and draw a section view between columns B and C looking west
S-7 End Reactions Using AISC Tables
Calculate the End Reactions for each beam using Table 3-6 (Maximum Total Uniform Load).
Use the ASD values.
All work will be on engineering paper complete with proper headings.
Show final answer (underline).
S-8 Bolt Selection for project
Size the bolts requirements for the given projectusing Table 7-1 (Allowable Shear Strength of Bolts).
Use the ASD values in both single and double shear.
All work will be on engineering paper complete with proper headings.
Show final answer (underline).
Assignment Directions
Structural Drawing Framing Plan Project
S-3 Shop Drawings: Beams
Draw the necessary shop drawings for the beams for the assigned problem. Use the assigned border and title block, general shop notes, bill of materials, and revisions block.
Draw the following beam shop drawings:
Shop drawing for the W6 x 20 beam
Shop drawing for the W10 x 45 beam (column location A-B-1)
Shop drawing for the W10 x 45 beam (column location A-1-2
Add the following general shop notes:
SPECIFICATIONS: AISC, ASD, 13TH EDITION
MATERIAL: ASTM A992, Fy-50 ksi
HOLES: 13/16" DIAMETER
BOLTS: 3/4" DIAMETER, ASTM A325-N
PAINT: AS PER SPEC.
WELD AS PER LATEST AWS SPECS E70XX ELECTRODES
S-4 Shop Drawings: Columns
Draw the necessary shop drawings for the columns for the assigned problem. Use the assigned border and title block, general shop notes, bill of materials, and revisions block.
Draw the following column shop drawings:
Shop drawing for the column at location A-1
Shop drawing for the column at location B-2
Shop drawing for the column at location A-3
Note: It is not necessary to draw all nine columns as shop drawings. You can use the standard designation for right and left hand parts and mirrored parts to cut down on the number of shops drawings that actual need to be drawn.
Add the following general shop notes:
TOPS OF ALL BEAMS FLUSH
SPECIFICATIONS: AISC, ASD, 13TH EDITION
MATERIAL: ASTM A992, Fy-50 ksi
HOLES: 13/16" DIAMETER, UNLESS NOTED OTHERWISE
BOLTS: 3/4" DIAMETER, ASTM A325-N
PAINT: AS PER SPEC.
WELD AS PER LATEST AWS SPECS E70XX ELECTRODES
REFER TO DRAWING S-5 FOR COLUMN ORIENTATION & MARKING
REFER TO DRAWING S-6 FOR COLUMN BASE DETAIL
Assignment Directions
Structural Drawing Framing Plan Project
S-2 Connection Details
Draw the necessary connection details for the assigned problem at the following locations:
At Column 3D
At Column 2B
At column 3B
At the intersection of a W10 x 45 beam and a W6 x 20 beam
At the intersection of a W10 x 45 beam and two W6 x 20 beams
Use the assigned border and title block including the revisions block and General Notes.
Add the following General Notes:
TOPS OF ALL BEAMS FLUSH
BOLTS: 3/4" DIAMETER, ASTM A325-N
MATERIAL: ASTM A992, Fy-50 ksi
SPECIFICATIONS: AISC, ASD, 13TH EDITION
WELD AS PER LATEST AWS SPECS E70XX ELECTRODES
S-5 Erection Plan
Draw the complete erection plan for the assigned problem. Use the assigned border and title block and revisions block.
Include all dimensions.
Add the title of the drawing, scale, and north arrow.
Add the erection marks to all beams and columns
Add the following general notes:
TOPS OF ALL BEAMS FLUSH
ANCHOR BOLTS ARE 3/4" dia
ALL BOLTED CONNECTIONS ARE 3/4” DIA A325-N BOLTS
MATERIAL: ASTM A992, Fy=50 ksi
SPECIFICATIONS: AISC, ASD, 13TH EDITION
REFER TO DRAWING S-2 FOR CONNECTION DETAILS
REFER TO DRAWING S-6 FOR ANCHOR BOLT DETAILS
REFER TO DRAWING S-7 FOR ELEVATIONS
REINFORCED CONCRETE FOOTINGS ARE NOT SHOWN FOR CLARITY
S-6 Anchor Bolt Plan
Draw the complete anchor bolt plan for the assigned problem. Use the assigned border and title block and include the revisions block, north arrow, and general notes.
Add the title of the drawing, scale, and north arrow.
Add the following general notes:
ANCHOR BOLTS ARE 3/4" dia
MATERIAL: ASTM A992, Fy-50 ksi
SPECIFICATONS: AISC, ASD, 13TH EDITION
WELD AS PER LATEST AWS SPECS E70XX ELECTRODES
Draw the Column Base Detail on the anchor bolt plan sheet.
Note: Base plates are 24" x 24" x 3/4"
1