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Slenderness Ratio

The maximum e...

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The maximum effective slenderness ratio for a member normally acting as a tie in a roof truss or a bracing system not considered effective when subjected to possible reversal of stress into compression resulting from the action of wind or earthquake forces will be_______

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Q. A steel rod of 22 mm in diameter has been used as a tie in a bracing system, but may subjected to possible reversal of stress due to wind. The maximum permitted length of the member is______.

Q. A steel member 'M' has reversal of stress due to live load, whereas another member 'N' has reversal of stress due to wind load. As per IS 800-2007, the maximum slenderness ratio permitted is

Q. The maximum length of a tension member with minimum radius of gyration 50 mm carrying load reversals due to loads other than wind or earthquake forces as per IS 800 is_____ m.

Q. Match List-I with List-II and select the correct answer using the codes given below the lists.

\begin{matrix} List-I & List-II P. Boom & 1. Tension member in a roof truss Q. Tie & 2. Member supporting roof in a building R. Joist & 3. Compression member in a roof truss S. Strut & 4. Compression member in a crane \end{matrix}

Q. The member forces in the principal tie of a butterfly roof truss are as follows:

\begin{matrix} Member & Due to dead (kN) & Dead to wind load (kN) (Tension) & (Tension) A B & 26 & 40 B C & 13 & 32 C D & 8 & 16 \end{matrix}

The factored design load for the principal tie is ______.

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