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Solucionario anlisis estructural Hibbeler 8ed Download Report. Published on Jul View Download The floor of a heavy storage warehouse building is made of 6-in. If the floor is a slab having a length of 15 ft and width of 10 ft, determine the resultant force caused by the dead load and the live load.

This material is protected under all copyright laws as they currently exist. No portion of this material may be reproduced, in any form or by any means, without permission in writing from the publisher. The floor of the office building is made of 4-in. If the office floor is a slab having a length of 20 ft and width of 15 ft, determine the resultant force caused by the dead load and the live load.

The T-beam is made from concrete having a specific weight of lbft3. Determine the dead load per foot length of beam. Neglect the weight of the steel reinforcement. The New Jersey barrier is commonly used during highway construction.

Determine its weight per foot of length if it is made from plain stone concrete. The floor of a light storage warehouse is made of mm-thick lightweight plain concrete. If the floor is a slab having a length of 7 m and width of 3 m, determine the resultant force caused by the dead load and the live load.

The wall is 2. On the other side is 13 mm fiberboard, and mm clay brick. Determine the average load in kNm of length of wall that the wall exerts on the floor. The prestressed concrete girder is made from plain stone concrete and four -in.

Determine the dead weight of the girder per foot of its length.

## Solucionario anlisis estructural Hibbeler 8ed

The second floor of a light manufacturing building is constructed from a 5-in. If the suspended ceiling of the first floor consists of metal lath and gypsum plaster, determine the dead load for design in pounds per square foot of floor area.

The interior wall of a building is made from 2 4 wood studs, plastered on two sides. If the wall is 12 ft high, determine the load in lbft of length of wall that it exerts on the floor.

A building wall consists of exterior stud walls with brick veneer and 13 mm fiberboard on one side. If the wall is 4 m high, determine the load in kNm that it exerts on the floor. For stud wall with brick veneer. A four-story office building has interior columns spaced 30 ft apart in two perpendicular directions. If the flat-roof live loading is estimated to be 30 lbft2, determine the reduced live load supported by a typical interior column located at ground level.

A two-story light storage warehouse has interior columns that are spaced 12 ft apart in two perpendicular directions. If the live loading on the roof is estimated to be 25 lbft2, determine the reduced live load supported by a typical interior column at a the ground-floor level, and b the second-floor level.

A two-story hotel has interior columns for the rooms that are spaced 6 m apart in two perpendicular directions.

Determine the reduced live load supported by a typical interior column on the first floor under the public rooms. The office building has interior columns edicioh 5 m apart in perpendicular directions. Determine the reduced live load supported by a typical interior column located on the first floor under the offices.

Wind blows on the side of the fully enclosed hospital located on open flat terrain in Arizona. Determine the external pressure acting on the analisiz wall, which has a length of ft and a height of 30 ft. Wind blows on the side of a fully enclosed hospital located on open flat terrain in Arizona. Determine the external pressure acting over the windward wall, which has a height of 30 ft.

The roof is flat. The loading diagram for analiiss beam is shown in Fig. Since the concrete slab will behave as a one way slab. Thus, the tributary area for this beam is rectangular shown in Fig.

Sincethe concrete slab will behave as a two way slab. Thus, the tributary area for this beam is the hexagonal area shown in Fig. Its maximum intensity is mm thick reinforced stone concrete slab: The floor system used in a school classroom consists of a 4-in. See Tables 12 and Sincethe concrete slab will behave as a one way slab. Thus, the tributary area for ediciin joist is the rectangular area shown in Fig.

The loading diagram for joist BF is shown in Fig. The loading diagram for this girder is shown in Fig. Thus, the tributary area for the joist is the hexagonal area as shown in Fig.

Due to symmetry, the vertical reactions at B and G are Ans. The loading diagram for beam BF is shown in Fig. Its maximum intensity is 4 in thick reinforced stone concrete slab: Due to symmetry, the vertical reactions at B and F are Ans.

The frame is used to support a 2-in. Thus, the tributary area for this beam is rectangular as shown in Fig. Line load for residential dweller: The loading diagram for beam BG is shown in Fig. The loading diagram is shown in Fig.

The loading diagram for the beam BG is shown in Fig.

Its maximum intensity is 2 in thick plywood platform: Live load for residential dwelling: Sincethe plywood platform will behave as a two way slab. Thus, the tributary area for this beam is the shaded square area shown in Fig.

Thus, the tributary area for this beam is the octagonal area shown in Fig. The steel framework is used to support the 4-in. Due to symmetry, the vertical reactions at B and E are The loading diagram of this beam is shown in Fig.

Thus, the tributary area for this beam is the rectangular area shown in Fig. Classify each of the structures as statically determinate, statically indeterminate, or unstable. If indeterminate, specify the degree of indeterminacy. The supports or connections are to be assumed as stated. Classify each of the frames as statically determinate or indeterminate. All internal joints are fixed connected.

### Libros y Solucionarios de Ingenieria

Classify each of the structures as statically determinate, statically indeterminate, stable, or unstable. Determine the reactions on the beam. Neglect the thickness of the beam.

NA and Cy can be determined directly by writing the moment equations of equilibrium about C and A respectively. Determine the reactions at the supports A and B of the compound beam.

Assume there is a pin at C. NF and Ey can be determined directly by writing the estructral equations of equilibrium about E and F respectively. Determine the reactions at the supports A, B, D, and F. The compound esteuctural is pin supported esgructural C and supported by a roller at A and B. There is a hinge pin at D. Determine the reactions at the supports.

Determine the reactions at the smooth support C and pinned support A. Assume the connection at B is fixed connected. The support at B can be assumed to be a roller.

Determine the reactions at the truss supports A and B. The distributed loading is caused by wind. From FBD aa Ans. From FBD ba Ans. From FBD ca Ans. The compound beam is fixed at A and supported by a rocker at B and C. There are hinges pins at D and E. Consider the entire system. Determine the reactions at the supports A and B.