A river barge, whose cross section is approximately rectangular, carries a load of grain. The barge is 25 ft wide and 93 ft long. When unloaded its draft (depth of submergence) is 5 ft, and with the load of grain the draft is 9 ft. Determine: (a) the unloaded weight of the barge, and (b) the weight of the grain.
A river barge, whose cross section is approximately rectangular, carries a load of grain. The barge...
A river barge, whose cross section is approximately rectangular, carries a load of grain. The barge is 28 ft wide and 90 ft long. When unloaded its draft (depth of submergence) is 5 ft, and with the load of grain is 7 ft. Determine: (a) the unloaded weight of the barge, and (b) the weight of the grain.
(10 points) Problem Statement: A river barge, whose cross section is approximately rectangular, carries a load of spent coal. The barge is 22ft wide and 95ft long. When unloaded, its draft (depth of submergence) is 4ft and with the load of coal the draft is 10ft Determine: the unloaded weight of the barge the weight of the spent coal Answer tolerance = 2%. Be sure to include units. Your answers: wunloaded wcoa
5. A rectangular barge is 128 ft long, 30 ft wide, and 18 ft deep, and it weighs 544 tons when empty. The barge light weight may be assumed uniformly distributed over its length. It is divided into four holds of equal lengths. Cargo is loaded into each hold as follows, stowed uni formly and level in each hold: Hold #1 Hold #2 Hold #3 Hold #4 192 tons 224 tons 272 tons 176 tons Construct weight, buoyancy, load, shear,...
Question 10 please my teachers please
Question 9. A rectangular river channel 5.0m wide carries water at a depth of 1.2m. The slope of the channel is 1 in 400. The channel has a bed covered with stones. Using the n value of 0.03(s/m 1/3) calculate the discharge in the channel using Manning's equation. (10 marks) Question 10. With reference to a cross section of a particular site, discuss the fundamental principles of groundwater movement and show the influence of...
For a beam of rectangular cross section, height b, depth d, is simply supported (by pin joints at each end) over a span of length L and carries a point load W at mid span. Determine the distribution and maximum value of the normal stress.
A beam of rectangular cross section 200 mm deep and 100 mm wide. If the beam is 3m long, simply supported at either end and carries point loads as shown in FIGURE 2 (on page 4). 2. SAN 1OAN R, FR 100mm FIG.2 (a) Calculate the maximum bending moment (b) Calculate the maximum stress in the beam (c) At the point of maximum stress sketch a graph of the stress distribution through the thickness of the beam, indicating which are...
A simply supported wood beam of rectangular cross section and span length 2 m carries a uniformly distributed load of intensity 9 = 1 kN/m as shown. Calculate the maximum bending stress and the maximum shear stress in the beam.
(a). A rectangular cross section at a location along a beam in bending is acted upon by a bending moment and a shear force. The cross section is \(120 \mathrm{~mm}\) wide, \(300 \mathrm{~mm}\) deep and is orientated such that it is in bending about its major axis of bending. The magnitudes of the bending moment and shear force are \(315 \mathrm{kNm}\) and \(240 \mathrm{kN}\) respectively. Determine the maximum bending and shear stresses on the cross section. Plot the bending and...
Simply supported rectangular beam shown is 18in. wide and has an
effective depth of 40in. Beam supports a factored load of 7.63
kips/ft on a clear span of 26.5ft. Given load includes the beam's
self weight. Design the web reinforcement. Use f'c = 4,000psi and
fy = 60,000psi. Show work and equations used. Draw shear diagram
and stirrup design.
PRODUCED BY AN AUTODESK STUDENT VERSION Wu 7.63 k/ft 26.5 ft 18in 40 in 43 in. 4 #10 bars Cross-Section
PRODUCED...
8-7 A rectangular beam with cross section b h=24 in., and d tored load of 3.9 kips/ft, including its own dead load. The beam is simply supported with a is reinforced with five No. 7 Grade-60 bars, two of which are cutoff between midspan and the and three of which extend 10 in. past the centers of supports. f= 4000 psi. (normal weight). The beam has Grade 60 No. 3 stirrups satisfying AC Code Sections 9.7.6.2.2 and 9.6.3.3. 14 in.,...