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MOR 5 49.6 MPa (1) be linear, but it must be significantly different nr from zero. Traditionally, MOE and MOR have been used in qualifying a grade with other properties set either as a function of MOR (UTS = 0.40 if MOR > 7.2 ksi (49.6 MPa) (2) and UCS) (Green and Kretschmann 199 1) or by the ASTM D 245 clear wood procedure Colorwork knitting charts
2. Two 6-in.-wide wooden boards are to be joined by splice plates that will be fully glued on the contact surfaces. The glue to be used can safely provide a shear strength of 120 psi. Determine the smallest allowable length

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Knowing that the allowable normal stress for the steel used is 24 ksi, determine (a) the smallest allowable length l of beam CD if the W12 50× beam AB is not to be overstressed, (b) the most economical W shape that can be used for beam CD. Neglect the weight of both beams. SOLUTION (a) 8ft 16ft 2 2 l dl d= − = − (1) Beam AB (Portion AC):

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S.1S9 For the beam and loading shown, design the cross section knowing that the grade of timber used has an allowable normal stress of 12 Mh 31.25 31. as x 12 IMI 10 20 5.160 For the beam and loading showm design the cross section of the — knowing that the grade of timber used has an allowable normal stress of 1750 20.J 7.2 IMI 41.37 in

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The modulus of elasticity determined from bending, EL, rather than from an axial test, may be the only modulus of elasticity available for a species. Average EL values obtained from bending tests are given in Tables 4–3 to 4–5. Represen-tative coefficients of variation of EL determined with bending tests for clear wood are reported in Table ...

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PROBLEM 6.5 The American Standard rolled-steel beam shown has been reinforced by attaching to it two 16 200-mm× plates, using 18-mm-diameter bolts spaced longitudinally every 120 mm. Knowing that the average allowable shearing stress in the bolts is 90 MPa, determine the largest permissible vertical shearing force. SOLUTION

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The laminated wooden beam shown in Fig. 11–8a supports a uniform distributed loading of 12 kN/m. If the beam is to have a height-to-width ratio of 1.5, determine its smallest width. The allowable bending stress is 9 MPa and the allowable shear stress is 0.6 MPa. Neglect the weight of the beam.

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Allowable bending stress in dry splice region, F b,s, for normal load duration=1690 lbf/in. 2 x0.42= 710 lbf/in. 2 [The 0.42 value is the bending strength modification factor from table 8. To use this value, all minimum design recommendations in clause 4 must be followed.]

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The laminated wooden beam shown in Fig. 11–8a supports a uniform distributed loading of 12 kN/m. If the beam is to have a height-to-width ratio of 1.5, determine its smallest width. The allowable bending stress is 9 MPa and the allowable shear stress is 0.6 MPa. Neglect the weight of the beam.

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This essay uses referenced values of allowable stresses to determine the load rating capacity of a constructed Douglas Fir Log Stringer Bridge. This method compares the applied moments and shear stress from the live vehicle load and the weight of the bridge to the allowable moments and shear stress the bridge is designed to support. The factors which affect the load rating capacity are ...

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Lecture 8 – Bending & Shear Stresses on Beams. Keyword-suggest-tool.com allowable bending stress for the steel beam is 24 KSI. REQUIRED: a) Determine the maximum ALLOWABLE moment based on the allowable bending stress (leave answer in units of kip-ft). b) Determine if the beam is acceptable or not based upon allowable bending moment.

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Tensile strength is a measurement of the force required to pull something such as rope, wire, or a structural beam to the point where it breaks.. The tensile strength of a material is the maximum amount of tensile stress that it can take before failure, for example breaking.

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