Skip to main content

Bearing on masonry

Fill-in blanks:
1. According to IBC, the ends of masonry supported wood beams or girders, must have at least ____ inches bearing.
A wood beam, 3.5" douglas fir-larch no.2, spanning 10 feet supports a combined dead and roof live load of 300 plf.
2. Total reaction of the beam is R = ______ lbf. Allowable compression perpendicular to grain for this beam is 625 lbf/sqin.
3. Required bearing area is A = ____ sqin.
Answer1. 3 inches, 2. R= (300)(10)/2 = 1500 lbf, 3. A = 1500/625 = 2.4 sqin., 2.4/3.5 = .685 in. which is less than the code minimum of 3 in. Therefore, the required bearing is 3 inches.

ARE 4.0 exam prep: BDCS

Comments

Try These Too!

Building Efficiency

Convert the usable area of classrooms planned with medium efficiency level of new construction to the gross building area given the following model factors: Net Assignable Square Feet: 10,000, Space Factor: 1.5, Building Efficiency Ratio: 67%

Construction type

Fire-resistance rating requirements listed in IBC Table 601 list major building elements based on construction classification. Match these two criteria correctly, choose 2 A. Type IB = roof construction 1 1/2 hrs B. Type IIB = exterior bearing walls 1 hr C. Type IIIA = structural frame 1 hr D. Type VB = floor construction 1 hr E. Type IVHT = exterior bearing walls 2 hr Answer C. and E. are correct. HT = heavy timber. ARE 4.0 exam prep: BDCS Reference tip:  Find the online version of Table 601 in this discussion paper here

Vapor retarders

In this section, a ceiling assembly separates the attic space above from the room interior below. If the building is located in Lewisville, Texas (hot-humid zone), where is the predicted location of condensation and what is the predicted condition of the gypsum board in this assembly? (Select 2 from the following) A. outside face of vapor retarder B. inside face of vapor retarder C. gypsum board will be wet D. gypsum board will be dry