महाराष्ट्र अभियंता सेवा (स्थापत्य) मुख्य परीक्षा २०१७ पेपर १

The figure given below shows a pin-jointed frame :

What are the forces in members BE, CD and ED ?

A beam ABC is simply supported at A and B, BC is overhanging. Span AB = 8 m, BC = 2 m. Point 'D' is situated at 3 m from A. Using an influence line diagram or otherwise, find the maximum ordinates at 'D' of the influence line diagram for shear at 'D'.

For compression members with double angle section, unequal angles are preferred to equal angles because

Minimum pitch for riveted connections should not be less than

The effective slenderness ratio of a battened column, ne, is taken as 1.10 times the actual slenderness ratio of the column to account for

The maximum design force for a rivet in the following bracket connection, if spacing between adjacent rivets is 150 mm, is

The minimum thickness of a base plate, t, in case of slab base can be calculated by the formula

The top chord of a roof truss is inclined at an angle of 20°, no access is provided for maintenance. The live load to be considered for the design will be

If a structure is under fatigue stresses, then the welded joints as compared to riveted joints will fail

According to IS 800 : 2007, allowable vertical deflection for gantry girder with crane load (electronically operated up to 50 tons) is

The design bending strength of a laterally supported beam is given by  and y_mo have their usual meaning. By for plastic and compact sections are given by 

The deep structural members subjected to transverse loads are called 

The optimum thickness of web, t_w, of a plate girder is given by

In a singly reinforced balanced section, if M 30 concrete and Fe 415 steel is used, then the value of neutral axis factor (kumax) in L.S.M. is

The maximum area of tension steel in a beam shall not exceed

Effective flange width of a continuous T-beam is

The maximum spacing of shear reinforcement measured along the axis of the member shall not exceed _________ for the vertical stirrups, where 'd' is the effective depth of the section,

Determine the minimum and maximum longitudinal reinforcement for a square column of size 300 mm x 300 mm having a clear cover of 25 mm.

Match the end conditions for restrained slab panels : 

For a simply supported beam of span 12 m, the basic value of span to effective depth ratio is