1.Determine the Style in its diagram 6 KN 12 m 12 m 12 m D A

For this symmetric queens truss how do I determine the length of ED

4. For the trugs shwn below, identify aäy and all zero førce thembers by placng ak*0" next to or thbugh that member. D

underneath determine is the plan and section of a R.C. slab 13 cm thick overalls resting on 30cm partitions cantilevered out on one facet. The slab is bolstered bothways, a, b, c, m and n all are 12mm dia. bars. put together a time table of bars for the slab assuming weight of 12mm and 10mm dia. bars are as 089 kg and 062 kg respectively. expect 12mm clear cowl. acm 30cm 19 CRANKED PART CRANKED PART 1300-6501-1 Hwas 12 BAB 25 E 2cm3 CH FEMAL 25 a -4.5 M 54CM TaeECHI C/C Laxb@.ocne/c Approducat 30 GRANKED PART -112m2 [-be20cm c/c & 12cme/cce verje 30 54cm-12m-30 SECTION ON A A ·PESHT 15M 13,523011 bac^icmcfe 1.5M- 10-ma25cc TOP BARS FOR CANTILEVE FOR CANTILESLY SLAD CHLY CANTILEVER DISTRIBUTION Ens SLAB Vimma @250: c/c -1.45M * IS