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  • Users: rlmpellc
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  1. rlmpellc

    Tilt-up panel to panel connections

    Our tilt-up contractor has requested to eliminate panel to panel connections. Our connections are lap plates that connect to each panel separately so there is no differential out-of-plane movement, but the panels can contract and expand. It does seem that the panels will move together with...
  2. rlmpellc

    Factored load deflection

    When might it be important to check factored load deflection for concrete slender walls?
  3. rlmpellc

    ASCE7 and ACI 318 load combinations

    ASCE7-10 list load combinations in section 2.4.1 as: 1. D 2. D + L 3. D + (Lr or S or R) 4. D + 0.75L + 0.75(Lr or S or R) 5. D + (0.6W or 0.7E) 6a. D + 0.75L + 0.75(0.6W) = 0.75(Lr or S or R) 6b. D + 0.75L + 0.75(0.7E) + 0.75S 7. 0.6D + 0.6W 8. 0.6 D + 0.7E ACI 318-11 requires entering...

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