if you need to build a road of length 1Km and width 16ft in three layers. calculate the total cost of materials , labor and equipments used to make this road in 10 days. The rates are given
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if you need to build a road of length 1Km and width 16ft in three layers. calculate the total cost of materials , labor and equipments used to make this road in 10 days. The rates are given
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- Referanser Masseutsendelser Se gjennom Visning Hjelp Aa v A AaBbCcD AaBbCcDc AaBbC AaBbCcl AaB AABBCCD D. A- I Normal T Ingen m. Overskrift 1 Overskrift 2 Tittel Undertittel Avsnitt Stiler eftet fil som er midlertidig lagret på datamaskinen. Lagre 13.16 Assume that the retaining wall shown in Figure 13.39 is friction- less. For each problem, determine the Rankine passive force per unit length earth pressure with depth, and the location of the wall, the variation of of the resultant. Probtem $ (rdeg) 13.16 13.5 m 29 18.3 kN/m Sand Unit weight = y (or density = p) §' (angle of wall frietion) = 0 Figure 13.39 Jormal Titgjengelighet: Utilgjengelig GjenopprettetQ3 Jor 1 Deom, SF= 1-12 , Pos gEu Bandiing-1-5 g allowalle shen is enereased bey 20%. gor winddEarthqualke drade Tuen Laad Jaetor=?Calculatiens Vel time 5x l63 Qaut- 8.690 2.272 meンsec 5x 16 22 O h he. 470 Isa 19. mm 340 Ar31 76 mme Qreartical 29chinhes डान- CSS ® Gtheerticat 1544.8o24 m3 Isec C31.76 lsd m²/sec. Cthearticet=l039.0197 Qact Qthe sel 2.620x la 1544.8024 cd- 5.5800 x laE 2-2マ2y6 l039.01 97 O cd e 2.1866 xlö7 Qact /sec Ran Qact Cmsecs hi- he Qtherrtical (m?rsecs 420 1544,80o24 5.5800x 2.272xl2 19. la 39 .ol97 2.
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- CHEN CON SUP OVER OF GRAAL 16:0 gl NING 2014-0 Garage opening dimenion is missing. It is needed to get the A land B distances. PRALY ROON LANDRY regin A 0 FLOOR PLAN MAD To ginap € T A WRON DA gliwllls yu a pd- Frist Read Q Tel e nat you want to do. FR Home Crment FASion Maw Pienect Share Connect OrE Paga Tr OEt wth a 162.67% 0 TI T T disnatet D Re attadment Retare Left DPnok ma tmage Annatarin Hand saet Actual Rafos Fofrs Typeotter Hanight atane ght DAude & veko Sbe Tack eart A rigid bar with negliible mass is pinned at O and attached to vertical rods. Assuming that the rods were initially stresses-free, what maximum load P can be applied without exceeding stresses of 150 MPa in the steel road and 70 MPa in the bronze rod. Q2: [5 Markes] 2 m 1.5 m 1.5 m Steel A = 900 mm E = 200 GPa Bronze A = 300 mm E = 83 GPa L= 2 m L= 1.5 m I ret google.comis sharing your scrsen Stop srarng Hce 162.67% -0 EN A 0 BChlonae Usace n th trestmest of 13,000m²/d o woter à 6. Olcç Id, theresiduel after 10 minates centact 120.25mg IL chlocne demand of th water Compute th dorage in mglL aad