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In a stadium there are four stands Rajiv Gandhi stand, Sunil Gavaskar stand, Venkatesh Prasad stand and Pt. Din Dayal stand in which seats are alloted to commuters. The number of vacant  seats in Rajiv Gandhi stand, Sunil Gavaskar stand, Venkatesh Prasad stand and Pt. Din Dayal stand are 11, 8, 13 and 7 respectively. Anil is buying a ticket find the probability that he get a seat in Venkatesh Prasad stand.
Which of the following statements is true? A. Impact loads are equal to the sum of the magnitude of the loads actually caused and the magnitude of the loads had they been dead loads. B. Impact loads are equal to the difference between the above-mentioned entities.
Impact loads are equal to the sum of the magnitude of the loads actually caused and the magnitude if the loads had they been dead loads. State whether this statement is true or false.
How many persons are standing there in a straight line, all of them facing the north? I. Only one person stands to the left of Z. Only three person stand between Z and A. The person who is immediate right of A stand at the extreme right end of the line. II. Only two persons stand to the left of Z. Only two person stand between Z and H. H stand to the immediate right of A. A stands exactly in the middle of the line.
In which of the following ways section 73 differs from the corresponding section 295 of the Code of Civil Procedure, 1882?
1. The words, 'where assets are held by a court,' have been substituted for words, 'whenever assets are realised by sale or otherwise in execution of a degree.'
2. The words, 'before the receipt of such assets,' have been substituted for the words, 'prior to the realisation'
3. The words, 'by which such assets are held' are omitted after the words 'made application to the court'
4. The word, 'passed' has been added after the word, 'money'
5. The words, 'interest in,' in cl. (b) have been substituted for the words, 'right against' to bring the wording of that clause into line with the Transfer of Property Act, 1882. This is a mere verbal alteration
As per IS 800 : 2007, what is the maximum value of effective slenderness ratio of a beam / strut/ tension member for the following cases? Case 1: Members carrying compressive loads resulting from dead loads and imposed loads. Case 2: Members always under tension. Case 3: Members subjected to compressive forces resulting from a combination of wind/earthquake actions.
According to 1S 800-2007, what is the maximum effective slenderness ratio for a member carrying compressive loads resulting from dead loads and imposed loads?
What is the maximum slenderness ratio for a steel member carrying compressive loads resulting from dead loads and imposed loads?
The maximum slenderness ratio of a compression member which carry loads resulting from dead loads and superimposed loads
When two or more loads are acting on a structure in addition to dead load, then ASCE permits the loads other than dead loads to be multiplied by a factor of (provided the result is not less than that produced by dead load and the load causing greatest effect)