Related Questions

Which of the following property applies one or more drop shadows to the text?
A text-shadow
B text-effect
C text-format
D text-decoration-shadow
Which of the following is a property used to check how crisp or fuzzy shadows are?
A shadowColor
B shadowBlur
C strokeStyle
D stroke
Which of the following passes is famous as 'Valley of Shadows'?
A Kunzum pass
B Rupin pass
C Rohtang pass
D Pin Parbati pass
Few ______can cause shadows on economics and politicins like a rise in the _____of fuel.
A event- prices
B trens- cost
C news-supply
D thing -demand
Coming event cast their shadows before.
A One should not assume success prior to actually achieving it
B Live within your means
C There are often early indications of future happenings
D None of these
Radio-opaque shadows are
A Calcium phosphate
B Calcium oxalate
C Magnesium ammonium phosphate
D Cystine stone
E Uric acid stone
Rain shadows are associated with
A Convectional rainfall
B Orographic rainfall
C Cyclonic rainfall
D Orographic cyolonic rainfall
When a body is subjected to direct tensile stresses ($${\sigma _{\text{x}}}$$ and $${\sigma _{\text{y}}}$$) in two mutually perpendicular directions, accompanied by a simple shear stress $${\tau _{{\text{xy}}}}{\text{,}}$$  then in Mohr's circle method, the circle radius is taken as
A $$\frac{{{\sigma _{\text{x}}} - {\sigma _{\text{y}}}}}{2} + \tau $$
B $$\frac{{{\sigma _{\text{x}}} + {\sigma _{\text{y}}}}}{2} + \tau $$
C $$\frac{1}{2}\sqrt {{{\left( {{\sigma _{\text{x}}} - {\sigma _{\text{y}}}} \right)}^2} + 4\tau _{{\text{xy}}}^2} $$
D $$\frac{1}{2}\sqrt {{{\left( {{\sigma _{\text{x}}} + {\sigma _{\text{y}}}} \right)}^2} + 4\tau _{{\text{xy}}}^2} $$
Which of the following function applies a saturation effect to an element’s color, making it appear more or less vivid, for use by the filter property?
A color()
B saturation()
C saturate()
D none of the mentioned
When a body is subjected to biaxial stress i.e. direct stresses ($${\sigma _{\text{x}}}$$) and ($${\sigma _{\text{y}}}$$) in two mutually perpendicular planes accompanied by a simple shear stress ($${\tau _{{\text{xy}}}}$$ ), then maximum shear stress is
A $$\frac{1}{2}\sqrt {{{\left( {{\sigma _{\text{x}}} - {\sigma _{\text{y}}}} \right)}^2} + 4\tau _{{\text{xy}}}^2} $$
B $$\frac{1}{2}\sqrt {{{\left( {{\sigma _{\text{x}}} + {\sigma _{\text{y}}}} \right)}^2} + 4\tau _{{\text{xy}}}^2} $$
C $$\sqrt {{{\left( {{\sigma _{\text{x}}} - {\sigma _{\text{y}}}} \right)}^2} + \tau _{{\text{xy}}}^2} $$
D $$\sqrt {{{\left( {{\sigma _{\text{x}}} + {\sigma _{\text{y}}}} \right)}^2} + \tau _{{\text{xy}}}^2} $$

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