ZuoTi.Pro
Question

using job built wood forms, Use PROVIDED , refer to Sketch #3 which shows a wall forming system following the following design properties and THE ACI CHARTS Maximum concrete pressure 1,050 psf For sheeting assume 1 plywood used in the stro Studs are 2X6s S4S (smooth all 4 sides) Walers are double 4x8s S4S stgacing between studs f the above mentioned 1 plywood is used in the strong direction for sheeting. (5 pts.) 4. Ignore the answer obtained in problem 3 and assume the stud center-to-center spacing is 18. Determine the maximum allowable spacing between walers. (5 pts.) 5. Ignore the answer to problem 4 and assume the double walers are spaced at 48 o c.. Determine the maximum allowable tie spacing. (5 pts.) 6. If the waler spacing is 38 OC and the tie spacing is 54 oc, determine the FORCE on a single TIE (tension). (5 pts)
HPI4 XII 2 eb yickin Dwble 4x8 waur Tie System tssv ety for
engineering   Civil-Engineering   
0 0
Add a comment Improve this question Transcribed image text
Next > < Previous
Sort answers by oldest

Homework Answers

Answer #1

0 0
Add a comment
Know the answer?
Add Answer to:
using job built wood forms, Use PROVIDED , refer to Sketch #3 which shows a wall...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Log In

Sign Up

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions

  • Design the wood wall formworkfor a 14’ - 10” (14.8 ft) high wall to be placed at the rate of pour...

    Design the wood wall formworkfor a 14’ - 10” (14.8 ft) high wall to be placed at the rate of pour of 4 ft per hour, internally vibrated.   Assume the mix is made with Type I cement, with no pozzolans or admixtures, and that the temperature of concrete at placing is 75oF.  The unit weight of concrete is 150 lbs/ft3with a slump of 3 inches.   The forms will have continuing reuse.  Assume that deflection is limited to l/360 of the...

  • Design the wood wall formworkfor a 14’ - 10” (14.8 ft) high wall to be placed at the rate of pour...

    Design the wood wall formworkfor a 14’ - 10” (14.8 ft) high wall to be placed at the rate of pour of 4 ft per hour, internally vibrated.   Assume the mix is made with Type I cement, with no pozzolans or admixtures, and that the temperature of concrete at placing is 75oF.  The unit weight of concrete is 150 lbs/ft3with a slump of 3 inches.   The forms will have continuing reuse.  Assume that deflection is limited to l/360 of the...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT