By Shanoor Seervai
While Shanoor Seervai first visits Mumbai's red-light district as a tender volunteer, she is shaken by means of the violence and depression that girls there undergo each day. Years later, now a newspaper reporter, she returns to achieve a deeper realizing of the lives of intercourse workers.
Daughters of the crimson gentle is a searing examine the poverty, injustice and stigma that maintain whole households from escaping India's infamous intercourse undefined. Seervai takes readers to Mumbai’s grittiest alleyways to find the tales of those girls and women. As she unravels the brutal internet entangling them, she unearths an unforeseen cause of wish.
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NOTE - The area of the leg of an angle shall he taken as the product of the thickness +nd the length from the outer corner minus half the thickness. and the area of the leg of a tee as the product of the thickness and the depth minus the thickness of the table. 6~r nor the permissiblestressu,, calculated using the following formula: where CM = permissiblestressin axial compression,in MPa; . 4. 1 for convenience. ratio of the effective length, 1, $o the appropriateradius of gyratioq r. The effectivelength, 1 shall be derived Corn the actual length, L.
For the purposeof g:,leral guidance the. following pnxisions have been recommended: 4 If one set of column longitudinal bracing is provided at the centre of the building pr building section, the length of the building section may be restricted to 180 metres in case of covered buildings and 120 metres in case of open gantries ( w Fig. 2 ). IS:888-1984 b> if one set of column bngitudinal bracing are provided near cenfre of the building/section, the maximum centre line distance between the two sets of bracing may be restricted to 48 metres for covered buildings ( and 30 metres for open gantries ) and the maximum distance between centre of the bracing to the nearest expansion joint/end of ‘building or section may be restricted to 90 metres ( 60 metres in case of open gantries ).
3, and resistance to any bending communicated to the shaft by the slab shall be taken as assisted by bearing pressures developed against the reduced end of the shaft in conjunction with the shoulder. 6 Bases for bearing upon concrete or masonry need not be machined on the underside provided the reduced end of the shaft terminates short of the surface of the slab, and in all cases the area of the reduced end shall be neglected in calculating the bearing pressure from the base. 45 -. 43 and its sub-clauses for fastening to slab bases.
Daughters of the Red Light: Coming of Age in Mumbai's Brothels by Shanoor Seervai