Solucionario análisis estructural 8ed

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Solucionario análisis estructural 8ed

Solucionario análisis estructural 8ed der all cNo portion of this material may be reproduced, in any form or by any means. Without permission in WI*1-4. The “New Jersey" barrier IS commonl

y used during highway construction. Determine its weight per foot of length if it is made from plain stone concrete.Cross-sectional area = 6(24) + (|) Solucionario análisis estructural 8ed

(24 + 7.I95O)(12) - Q)(4 + 7.1950)(5.9620)= 364.54 in2Use Table 1-2.= 144 lb/fp (.364.54 in2) I -4^5\ 144 in= 365 Ib/ftAns.1-5. The floor of a light s

Solucionario análisis estructural 8ed

torage warehouse is made of 150-mm-thick lightweight plain concrete. If the floor is a slab having a length of 7 m and width of 3 m. determine the res

s material is protected under a No portion of this material may be reproduced, in any form or by any means. Without permission in1-6. The prestressed Solucionario análisis estructural 8ed

concrete girder is made from plain stone concrete and four j-in. cold form Steel reinforcing rods. Determine the dead weight of the girder per foot of

Solucionario análisis estructural 8ed

its length.Area of concrete = 48(6) + 4^(14 + 8)(4)] - 4(iT)Qy Area of steel = 4<7?y0 = 1.767 in2= 462.23 in2From Table 1-2»H' = (144lb/O')(462.23in2

Solucionario análisis estructural 8ed er side is 13 mm fiberboard, and 102 mm clay brick. Determine the average load in kN/m of length of wall that the wall exerts on the floor.Use Table 1

-3.For studsWeight = 0.57 kN/m2 (15 m) = 1.425 kN/mFor fiberboardWeight = 0.04 kN/m2 (2.5 m) = 0.1 kN/mFor clay brickWeight = 1.87 kN/m2 (2.5 m) = 4.6 Solucionario análisis estructural 8ed

75 kN/m