The plane truss shown in the figure is subjected to an external force \( P \). It is given that \( P = 70 \, \text{kN} \), \( a = 2 \, \text{m} \), and \( b = 3 \, \text{m} \).

The magnitude (absolute value) of force in member EF is \(\underline{\hspace{1cm}}\) (round off to the nearest integer).
The design shear strength of a reinforced concrete rectangular beam with a width of 250 mm and an effective depth of 500 mm, is 0.3 MPa. The torsional moment capacity of the section (in kN.m) under pure torsion, as per IS 456:2000, is __________ (round off to one decimal place).
Consider a reinforced concrete beam section of 350 mm width and 600 mm depth. The beam is reinforced with the tension steel of 800 mm\(^2\) area at an effective cover of 40 mm. Consider M20 concrete and Fe415 steel. Let the stress block considered for concrete in IS 456:2000 be replaced by an equivalent rectangular stress block, with no change in (a) the area of the stress block, (b) the design strength of concrete (at the strain of 0.0035), and (c) the location of neutral axis at flexural collapse.
The ultimate moment of resistance of the beam (in kN.m) is ___________ (round off to the nearest integer).
Consider the beam section shown in the figure, with \( y \) indicating the depth of neutral axis (NA). The section is only subjected to an increasing bending moment. It is given that \( y = 18.75 \, {mm} \), when the section has not yielded at the top and bottom fibres. Further, \( y \) decreases to 5 mm, when the entire section has yielded. The shape factor of the section is ........ (rounded off to 2 decimal places).


Refer the truss as shown in the figure (not to scale).

\( \text{If load, } F = 10\sqrt{3} \, \text{kN}, \, \text{moment of inertia} \, I = 8.33 \times 10^6 \, \text{mm}^4, \, \text{area of cross-section} \, A = 10^4 \, \text{mm}^2, \, \text{and length} \, L = 2 \, \text{m} \text{ for all the members of the truss, the compressive stress (in kN/m}^2 \text{, in integer) carried by the member Q-R is \(\underline{\hspace{1cm}}\)}. \)
A truss EFGH is shown in the figure, in which all the members have the same axial rigidity \( R \). In the figure, \( P \) is the magnitude of external horizontal forces acting at joints F and G. 