What is the maximum allowable load (Lb)on 4X3 rough shore to eliminate buckling ifthe shore modules of elasticity is 1,600,000psi and its height is 15'-0"?a) 1600 b) 900 C)5600 d) 2400 e) 1800A 2"X4" stud subjected to axial force of1000 lb. What is the compressive stress onthe stud in ksi?a) 125 b) 125000 c) 0.0195 d) 8000 e) 0.468

INTRODUCTION: Column are generally compression member in the structural system of loading. It is…

Answered: What is the maximum allowable load (Lb)…

What is the maximum allowable load (Lb) on 4X3 rough shore to eliminate buckling if the shore modules of elasticity is 1,600,000 psi and its height is 15'-0"?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A simply supported beam 4 m long is carrying a variable load of w = 0 KN/m at the left support and w = 15 KN/m at the right. The beam has a width of 200 mm and a depth of 250 mm and is made up of 80% grade Narra. Use dressed dimension by reducing its dimensions by 10 mm. What is the actual shearing stress of the beam in MPa?
The billboard shown is supported by structural tube that has a 380 mm outer diameter and 38 mm wall thickness. If the billboard is under wind pressure Pwind and has weigth of Wbillboard, determine the principal stresses and max. in-plane shearing stress at point H. Assume wind is applying uniform pressure all over the billboard and centroid of the billboard is located at point C. You can ignore the thickness of the billboard. P???? =2.3kPa W????????? =80 kN
A 4-storey with Roof deck AFP armory is to be constructed in Sulu. The facility is essential for the housing of the Philippine Army's newly purchased weapons, ammunitions and explosives. The location of the facility is 7.5 km from the known source which is capable of producing a magnitude 6.7 earthquake. The structure is a Steel MRF with an overall height of 14m from the NGL. The weight per level of the slabs and stairs is equal to 1740 kN. For the walls at the typical levels, the weight is computed as 2362.5 kN and for the parapet at the roof deck level, the weight is computed as 388.8 kN. An equipment 2.0 meters high with a hexagonal cross - sectional area whose sides equal to 1 meter is installed at the second level and has a weight of 100 kPa. Using R = 8.5, which of the following most nearly gives the total lateral force at the deck level in kN? Use Soil Type A. A. 357kN B. 314kN C. 354 kN D. 349 kN
A 4-storey with Roof deck AFP armory is to be constructed in Sulu. The facility is essential for the housing of the Philippine Army's newly purchased weapons, ammunitions and explosives. The location of the facility is 7.5 km from the known source which is capable of producing a magnitude 6.7 earthquake. The structure is a Steel MRF with an overall height of 14m from the NGL. The weight per level of the slabs and stairs is equal to 1740 kN. For the walls at the typical levels, the weight is computed as 2362.5 kN and for the parapet at the roof deck level, the weight is computed as 388.8 kN. An equipment 2.0 meters high with a hexagonal cross - sectional area whose sides equal to 1 meter is installed at the second level and has a weight of 100 kPa. Using R = 8.5, which of the following most nearly gives the lateral force at the 4th level in kN? Use Soil Type A.
A 4-storey with Roof deck AFP armory is to be constructed in Sulu. The facility is essential for the housing of the Philippine Army's newly purchased weapons, ammunitions and explosives. The location of the facility is 7.5 km from the known source which is capable of producing a magnitude 6.7 earthquake. The structure is a Steel MRF with an overall height of 14m from the NGL. The weight per level of the slabs and stairs is equal to 1740 kN. For the walls at the typical levels, the weight is computed as 2362.5 kN and for the parapet at the roof deck level, the weight is computed as 388.8 kN. An equipment 2.0 meters high with a hexagonal cross - sectional area whose sides equal to 1 meter is installed at the second level and has a weight of 100 kPa. Using R = 8.5, which of the following most nearly gives the minimum design base shear in kN? Use Soil Type A. 761 kN 771 kN 767 kN 776 kN
Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown. Design shear reinforcement of prestressed beam with the following properties listed. Properties: f’c = 28 MPafy = 276 MPaAps = 800 mm2Ds = 10 mmDm = 18 mmfse = 800 MPafpu = 1500 MPafpe = 860 MPaPe = 250 kN
Compute the maximum combined loads using the recommended ASDexpressions from the AISC. D = 10,000 lb,W = ;32,000 lb
A floor slab 100 mm thick is cast monollthically with beams 250 mm wide 450 mm deepspaced 1.2 m on centers, on simple supports over a span of 5.0 m. The floor supports asuperimposed service dead load of 1.0 kPa and service live load of 2.1 kPa. Using f.=21MPa, long bar f, = 415 MPa, calculate the following:Factored uniform load on a typical interior beam in kN/m using load factors of 1.2for dead load and 1.6 for live load.A. 8.928B. 11.448C. 11.028D. 9.960Effective flange width of a typical interior beam in mm.A. 1,500B. 1.850C. 1.200D. 1.466Required amount of 16-mm-flexure bars for a typical interior beam in positivebending. Use 10-mm-dia. stirrupsA. 512 mm2B. 246 mm2C. 331 mm2D. 427 mm2
What is the Variation in Shear Stress and Factor of Safety? Describe about it?
Will rate immediately. need asap answer. Ty A reinforced concrete column carries a dead axial load of 500 kN, a live axial load of 650 kN and a compressive earthquake load of 270kN. Use fc'=27.6MPa and fy=350Mpa 1. If the size of the column is limited to 250mmx400mm, what must be the number of 20mm diameter bars? 2. If the sise of the column is limited to 300mm diameter, what must be the number of 20mm diameter bars? 3. Determine the ultimate axial load that the column will carry 4. Determine the smallest dimension of the spiral circular column section if the steel ratio 1.25%
A 150 mm x 250 mm timber beam is subjected to a maximum moment of 28 kN-m. What is themaximum bending stress? a. 15.72 MPa c. 24.23 MPab. 17.92 MPa d. 18.97 MPa
Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown. Design shear reinforcement of prestressed beam with the following properties listed. Properties: f’c = 28 MPa fy = 276 MPa Aps = 800 mm2 Ds = 10 mm Dm = 18 mm fse = 800 MPa fpu = 1500 MPa fpe = 860 MPa Pe = 250 kN