Penn Foster Structural Drafting

[EmeraldSynth]

 

.dwg removed

 

Please post images only.

Edited March 5 by SLW210
Remove drawing file

[EmeraldSynth]

.dwg removed

 

Please post images only.

Edited March 5 by SLW210
Remove drawing file

[ReMark]

I would ask that you delete your drawings.  Why?  Because another student could come along and borrow them, make minor changes then submit them as their own drawings thus saving hours of labor.  You do all the work and they get the credit.  Not kosher at all.  Follow me?

 

Addendum: Looks like someone has already done exactly that.  Again, take your drawings down.  There are plenty of image files (not CAD files for students) to reference.  Thank you.

Edited March 5 by ReMark

[EmeraldSynth]

Gotcha, thx Remark

[Nugget]

Hello. Just wondering if the other plates have to be drawn in separate files or on continuous layouts on one singular file: For example, layout one is plate 1, layout two is plate 2, layout 3 is plate 3 etc...

Thank you

[ReMark]

At one time P-F required students to submit a separate .dwg file for each plate.  I don't see any reason why you can't use layouts.  Your advisor could probably answer the question. 

[Nugget]

Thank you for your response. I'll post questions here if I have any.

 

Have a great day

[Nugget]

I was told making multiple layouts for the seven sheets is acceptable

So i manage to create the title block and did the sheet one. I'm now at Sheet/Plate 2 and i'm stuck.                                                         {"A 4″ drain is set around the outside of the building, with 3″ clear above the footings to the drain and 3″ clear from the piers to the drain.

The rebar in the bottom and along the sides of the footings is #4 rebar (1⁄2″ diameter) at 8″ OC both ways. The rebar is located 3.5″ from the face of the footing on each edge. The rebar near the bottom of the footing extends up the sides of the footing by 6″. The callout for the rebar is #4 ∅ @ 8″ O.C. BOTH WAYS.

Vertical and horizontal rebar is placed in the pier. Notice how the rebar from the pier extends down into the footing—use the same detail here but space the horizontal rebar at 8″ centers. The overlap detail at the bottom of the rebar is 2″ long. This rebar is #6 rebar (3⁄4″ diameter) at 8″ OC. Add a callout for this rebar.

A steel sheet is centered over each footing at the top of the first-floor concrete slab. The sheet is 14 × 14 × 1⁄2. The W12 × 152 steel column is welded to the sheet. The weld is a 1⁄2″ fillet weld. The weld symbol—as it should also appear in a detail of the joint on your drawing—consists of an arrow, two triangular “fillets,” and the size designation. Note that the triangular shape appears on both sides of the horizontal line. The use of two triangles on the symbol indicates that the weld is made on the arrow side of the joint as well as on the opposite side. If the required weld were only on the arrow side of the joint, the triangle would appear on only the bottom part of the horizontal line."}