In the case of tension member consisting of two angles back to the back of the same side of gusset plate, what is K equal to? Where (A1) - Area of the connected leg (A2) - Area of outstanding leg
The beam is loaded as shown in the figure. The magnitude of bending moment of A is
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From a design point of view, spherical pressure vessels are preferred over cylindrical pressure vessels become they
Directions: In question below, select the related word from the given alternatives
Joy : Delight : : Gloomy : ?
A beam simply supported at both the ends, of length 'l' carries two equal unlike couples 'M' at two ends. If the flexural rigidity EI is constant, then the central deflection of the beam is given by-
The distribution system in water supplies is designed on the basis of:
A 100 m tape is suspended between the ends under a pull of 200 N. If the weight of the tape is 30 N, the correct distance between the tape ends will be nearly
The method of design of steel framework for greatest rigidity and economy in wight is known as-
The precipitation caused by the lifting of an air mass due to the pressure difference is known as -
If a concentrated wheel load acts on a simply supported beam, the maximum bending moment will always occur.
The horizontal angle between the true meridian and magnetic meridian at a place is called-
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length is-
The magnitude of the buoyant force can be determined by:
To measure static pressure in a pipe, one uses a pressure gauge connected to a:
For ductile material the suitable theory of failure is:
A T-beam behave as a rectangular beam of width equal to its flange it is neutral axis-
Flash set of ordinary Portland cement paste is ______.
One of the following is not a type of stairs. Mark the same,
The work output of a mason for brickwork in cement mortar for foundation work is roughly expected to be:
What is the specific energy (m-kg/kg) for 1 m depth of flow having velocity of 3 m/s?
At a certain stage under elastic loading, the elongation observed was 0.03 mm, the gauge length was 150 mm and the modulus of elasticity was 2 × 105 N/mm2. What was the stress at the location?
The degree of static indeterminacy of the beam shown in fig -