Neglect shear and moment considerations

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1. For steel members unless otherwise noted, use a modulus of elasticity of 30,000,000 psi ( 207× 10 3 MPa ). For other materials, refer to the appropriate appendix table.

2. Unless otherwise noted, the given loads are superimposed loads; neglect the beam weight; neglect shear and moment considerations.

Reference no: EM131381719

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