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4. A floor beam in an office supports a 3-m wide and 250 mm thick concrete slab, which serves as a portion of the ceiling for the floor below, with its bottom covered with plaster (back-to-back). Directly on top of the flange of the beam is a 3.5 m-high normal concrete block wall with a thickness of 250 mm. Determine the loading on the beam measured per meter of length of the beam. 250 mm 1.5m 3.5 m 1.5m 250 mm

4. A floor beam in an office supports a 3-m wide and 250 mm thick concrete slab, which serves as a portion of the ceiling for the floor below, with its bottom covered with plaster (back-to-back). Directly on top of the flange of the beam is a 3.5 m-high normal concrete block wall with a thickness of 250 mm. Determine the loading on the beam measured per meter of length of the beam. 250 mm 1.5m 3.5 m 1.5m 250 mm

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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4. A floor beam in an office supports a 3-m wide and 250 mm thick concrete slab, which serves as a portion of the ceiling for the floor below, with its bottom covered with plaster (back-to-back). Directly on top of the flange of the beam is a 3.5 m-high normal concrete block wall with a thickness of 250 mm. Determine the loading on the beam measured per meter of length of the beam. 250 mm 1.5m 3.5 m 1.5m 250 mm
Transcribed Image Text:4. A floor beam in an office supports a 3-m wide and 250 mm thick concrete slab, which serves as a portion of the ceiling for the floor below, with its bottom covered with plaster (back-to-back). Directly on top of the flange of the beam is a 3.5 m-high normal concrete block wall with a thickness of 250 mm. Determine the loading on the beam measured per meter of length of the beam. 250 mm 1.5m 3.5 m 1.5m 250 mm
TABLE 1.2 Minimum Densities for Design Loads from Materials Aluminum Concrete, cinder Concrete, stone Clay, dry Clay, damp Sand and gravel, dry loose Sand and gravel, wet Masonry, lightweight concrete Masonry, normal weight units Steel, cold-drawn Wood, Douglas Fir Wood, Southern Pine Wood, spruce AN/w 27 120 22.6 123 15.7 18.9 165 21.2 5.7 723 5.3 5.8 45 TABLE 1.3 Minimum Design Dead Loads From Paris and Walls Wood 1x plated Woodplatered Woodst 51x32mm, platered Cindere per Lightweight complaine Ceilings Aucuntic Shond Spendedahand Angle 5.54 9.57 2017 005 8:24 0.41 904 TABLE 1.4 Minimum Live Loade Oorspany or Use Amely Fixed seats and at Garage (can only) Officeday Lebbin Love Load 4.79 192 4.79 VEST S Occupancy or Use Dwelings (one-and two-mily) Hotels and many bo Private and don Campos Fint Coor comidon Comidon abfint floor Live Lead KN/² 190 4.39 3.33
Transcribed Image Text:TABLE 1.2 Minimum Densities for Design Loads from Materials Aluminum Concrete, cinder Concrete, stone Clay, dry Clay, damp Sand and gravel, dry loose Sand and gravel, wet Masonry, lightweight concrete Masonry, normal weight units Steel, cold-drawn Wood, Douglas Fir Wood, Southern Pine Wood, spruce AN/w 27 120 22.6 123 15.7 18.9 165 21.2 5.7 723 5.3 5.8 45 TABLE 1.3 Minimum Design Dead Loads From Paris and Walls Wood 1x plated Woodplatered Woodst 51x32mm, platered Cindere per Lightweight complaine Ceilings Aucuntic Shond Spendedahand Angle 5.54 9.57 2017 005 8:24 0.41 904 TABLE 1.4 Minimum Live Loade Oorspany or Use Amely Fixed seats and at Garage (can only) Officeday Lebbin Love Load 4.79 192 4.79 VEST S Occupancy or Use Dwelings (one-and two-mily) Hotels and many bo Private and don Campos Fint Coor comidon Comidon abfint floor Live Lead KN/² 190 4.39 3.33
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