A No2 Spruce Pine Fir 2 x 6 with bending on weak axis F b F t F c B No2 Spruce

A no2 spruce pine fir 2 x 6 with bending on weak axis

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A) No.2 Spruce-Pine-Fir 2 x 6 with bending on weak axis F b F t F c B) No.2 Spruce-Pine-Fir 2 x 6 with bending on strong axis F b F t F c
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CE466: Building Construction Engineering Beam Design: Bending Class Worksheet I Full permanent load, dry service, with lateral support at ends only. What is the max. weight chandelier that can be hung on the above decorative beam in a restaurant based on bending limits of given member ?
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CE466: Building Construction Engineering Beam Design: Shear Class Worksheet II Normal load duration, wet service, new construction. What is the maximum distributed load w (lbs/ft) based on shear for the above member ?
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CE466: Building Construction Engineering Beam Design: Notched Beam Class Worksheet III Normal load duration, dry service. What is the max. live load w (lbs/ft) based on shear limits for the above notched member ?
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CE466: Building Construction Engineering Beam Design: Beam Deflection Class Worksheet IV The ceiling under a 2 nd level floor includes a girder of three 2x12 supporting floor joists at a full height opening. The joists span 14 ft. on each side. Is the built-up girder adequate to limit deflection to l/360 for a 30 psf live load above?
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CE466: Building Construction Engineering Solid Column Axial Compression A 4 x 6 No.1 Douglas Fir- Larch column is 14’ high, pinned and laterally supported at the top and the bottom, and laterally braced at mid-height in the weak direction. What is the maximum axial load capacity for the column?
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CE466: Building Construction Engineering Compression Perpendicular to Grain What is the maximum allowable reaction of a 2 x 10 Southern Pine No. 2 joist on a 4 x 8 No. 2 SPF girder? Side View
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CE466: Building Construction Engineering Flitch Plate Beam What are the maximum uniform loads that can be supported (combined dead and live) on the beam below assembled using 2 x 12 S4S SPF N0.2 and one 3/8” x 11” and one A.36 steel plate. Determine the maximum load based on bending and then based on shear. Fully braced laterally F bs = 27ksi Normal Duration F vs = 14.4ksi Dry Service E s = 29,000 ksi Ignore bolt holes
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