but mainly covers the subjects of beam design axial forces and combine
mainly covers the subjects of beam design, axial forces and combined bending and axial forces,
wood structural panels, diaphragms, and shearwalls as discussed in Chapters 6, 7, 8, 9, and 10
of the textbook as well as relevant material in the 2018 NDS, NDS Supplement and 2015
SDPWS. Should you need to consult the IBC at some point, the 2018 Edition should be used.
Free access to 2018 IBC online version at https://codes.iccsafe.org/content/IBC2018P4. Refer
to sources of where you obtain any information needed to work these problems and show all
your work. Work all problems in ASD.
Problems 6 and 7 = 2 points each
Problems 2, 3, 4, and 8 = 3 points each
Problem 1 = 4 points each
Problem 5 = 5 points
Bonus problem = 3 points each
The beam in the figure below has the compression side of the member
supported laterally at the ends and the quarter points. The span length
L=24 ft. The member is glulam 3-1/8 x 16-1/2 20F-V7 DF. The load is a
combination of D+L. Cand Care all equal to 1.0.
The maximum allowable bending moment in ft-kips.
The corresponding allowable load, P, in kips.
Floor joists supporting a wood structural panel floor deck are spaced at
24 inches on center. The panels are oriented with their strong direction
perpendicular to the supporting joists and are continuous over two or
more spans. Underlayment, %-in thick, is to be applied over the
sheathing. The floor dead load is 10 psf and the floor live load is 50 psf.
The total load deflection is to be less than or equal to L/360. Using the
allowable span and load tables in the 2018 IBC:
Is Table 2304.8(3) or 2304.8(5) applicable in designing the
wood structural panel deck?
What minimum span rating and thickness is required for
wood structural panel sheathing?
Do the continuous edges require support?
*The amount will be in form of wallet points that you can redeem to pay upto 10% of the price for any assignment. **Use of solution provided by us for unfair practice like cheating will result in action from our end which may include permanent termination of the defaulter’s account.Disclaimer:The website contains certain images which are not owned by the company/ website. Such images are used for indicative purposes only and is a third-party content. All credits go to its rightful owner including its copyright owner. It is also clarified that the use of any photograph on the website including the use of any photograph of any educational institute/ university is not intended to suggest any association, relationship, or sponsorship whatsoever between the company and the said educational institute/ university. Any such use is for representative purposes only and all intellectual property rights belong to the respective owners.